<p>Prior to works commencing, our quotation includes for the pre-site visit in order to enable to 4no GR Operatives to receive training to utilise the two required cradles on site. Upon completion, we will gain critical dimensions of the glazing in need of replaced and construct templates.</p><p>Scaffolding to provide as required in conjunction&nbsp;with the above project.</p><p><br /><strong>Core 2/ Level 1 and Core 1/Level 6 &ndash; Lift Shaft Glazing</strong><br /><strong>Quote 1</strong> is to conduct the 2no glass replacements required to the lift shaft glazing. Prior to works commencing, we have allowed for the attendance from our team to attend site and take critical dimensions of the defective glazing. We will then procure replacement clear laminate panels.<br />To facilitate the replacement, we will require the use of a scaffold tower to be installed in the works area. Prior to installation, we will install the necessary floor protection to ensure no damage occurs during works. Our Technicians will then remove the associated stainless steel capping and set aside before removing the internal<br />Please note, we will require the removal of adjacent trunking/services and the lift switch button in adjacent bar work by others that would hinder glass replacements.</p><p><strong>Breakdown</strong></p><p>2no Site Attendance Fee - &pound;317.73</p><p>2no Survey Engineer (Normal Working Hours) - &pound;920.00</p><p>2no Technician (Out of Hours) - &pound;1530.00</p><p>13.5mm Clear Laminate - &pound;891.30</p><p>Glass Disposal - &nbsp;&pound;482.40</p><p><strong>Total: &nbsp;&pound;4141.43</strong></p><p><br /><strong>Core 2/ Ground Floor Reception</strong><br /><strong>Quote 2</strong> is for the 1no ground floor glass replacement required to Core 2. In order to facilitate the glass replacement, we will require the use of&nbsp;a scaffold tower to be positioned externally to allow access up to the defective glazing.<br />To assist with the manoeuvre of the glazing, we propose to utilise a specialist floor crane to be combined with glass suction lifting equipment to minimise manual handling of the glazing.</p><p><strong>Breakdown</strong></p><p>Project Management - &pound;380.00</p><p>Survey Engineer (Normal Working Hours - 16 hours) - &pound;7360.00</p><p>6no Technicians (Sunday Hours) - &pound;5760.00</p><p>Glass - &pound;5862.00</p><p>Sealants &amp; Gaskets - &pound;566.49</p><p>Scaffolding - &pound;24000.00</p><p>Glass Lifting Equipment - &pound;2700.00</p><p>Deliver/Disposal - &pound;1286.88</p><p><strong>Total: &nbsp;&pound;47,915.37</strong></p><p><br /><strong>Core 2/ Level 6/7 Interface</strong><br /><strong>Quote 3</strong> is for the replacement of 1no defective toughened panel to the level 6/7 interface. Prior to any works commencing, we will require the installation of timber protection to the glazed canopy below the works area.<br />To conduct the replacement, we will require the use of IRATA trained Rope Access Technicians who be based externally to facilitate the replacement. Once the existing defective panel has been removed, our Rope Access Technicians will work with a team based internally to pass the replacement panel through the aperture before installation.</p><p><strong>Breakdown</strong></p><p>2no Survey Engineer (Outside Normal Working Hours) - &pound;980.00</p><p>Structural Engineering Calculations - &pound;1680.00</p><p>8no Technicians (Out of Normal Working Hours) - &pound;13600.00</p><p>Ply Sheets - &pound;1154.30</p><p>10mm&nbsp;Tough Iam - &pound;2973.93</p><p>Clear Bomb Film - &pound;981.96</p><p>Lift Plan - &pound;1010.52</p><p>Deliver/disposal - &pound;2165.04</p><p>Glass Lifting Equipment - &pound;1978.20</p><p><strong>Total: &nbsp;&pound;26,523.95</strong></p><p><strong>Core 3 / 12th Floor</strong><br /><strong>Quote 4</strong> includes for the controlled removal and disposal of the existing defective DGU.<br />Prior to works commencing, the glass atrium below the works area will be protected using timber boarding and cordoning internally of which we have provided for.<br />We will then rake out and remove the existing silicon sealants in order to disengage the glass from an aperture. The defective unit will then be removed and disposed from site before cleaning and preparation works are conducted to vacant aperture to include installation of new glazing packers/setting blocks as required.<br />EPDM seating gasket will be placed around the perimeter of aperture before the replacement DGU is installed. With the new DGU in place we will then commence with the application of a system compatible structural silicon sealant from the Dow Corning/Arbosil range corked and tooled to a chamfered finish. All removed fittings and metal trims will then be reinstalled and a clean of the glass conducted.<br />Access to conduct the works will be provided utilising the onsite gantry system. All high level works are carried out IPAF and PASMA trained GR&rsquo;s Rope, Powered Access Technicians.<br />The glass removal/replacement process will be conducted using a specialist counterbalanced floor crane, strops, minifor winch system &amp; pneumatic suction device to include secondary strapping/lifting system which will be set-up and secured on the flat roof. Operatives will handle the glass to and from the aperture via the on-site gantry systems.<br />Please note, all louvres/metal trims obstructing the aperture are assumed to be removed by others prior to works commencing.</p><p><strong>Breakdown</strong></p><p>2no survey Engineer (Normal Working Hours) - &pound;920.00</p><p>6no Technicians (Normal Working Hours) - &pound;4200.00</p><p>6no Technicians (Sunday) - &pound;4800.00</p><p>2no Project Management - &pound;760.00</p><p>Structural Engineer Calculations - &pound;1680.00</p><p>2no Banksmen - &pound;1600.00</p><p>Glass - &pound;7194.00</p><p>Sealants &amp; Gaskets - &pound;300.60</p><p>Protection Tapes &amp; Corex - &pound;7776.00</p><p>Crane &amp; Permits - &pound;7200.00</p><p>Lift Plan - &pound;1010.52</p><p>Road Closure - &pound;8100.00</p><p><strong>Total Cost: &nbsp;&pound;45,541.12</strong></p><p><br /><strong>Level 5 Kitchen/Canteen</strong><br /><strong>Quote 5</strong> is to conduct the rooflight glass replacement as required to the Level 5 Kitchen/Canteen. We will use the same set-up as Core 2/ Ground Floor Reception to conduct this glass replacement.</p><p><strong>Breakdown</strong></p><p>2no survey Engineer (Normal Working Hours) - &pound;920.00</p><p>2no Technician (Normal Working Hours) - &pound;2800.00</p><p>5no Technician (Out of Normal Working Hours) - &pound;4250.00</p><p>Glass - &pound;1416.00</p><p>Sealants &amp; Gaskets - &pound;160.32</p><p>Mobile Access Tower - &pound;297.00</p><p>Crane with Contract Lift - &pound;4380.00</p><p>Vacuum Lifters - &pound;810.00</p><p><strong>Total: &nbsp;&pound;15,033.32</strong></p><p><br /><strong>Core 5 / Level 6</strong><br /><strong>Quote 6</strong> is to conduct the replacement of 1no overhead DGU located to Core 5 / Level 6. Crane to carry out high level works&nbsp;&nbsp;Our quotation includes for the required road closure to enable the mobilization.<br />Prior to conducting the glass replacements, we will commence with the removal of the gantry to enable access for glass replacements. The gantry will be transferred&nbsp;to waste Centre for safe disposal;<br />To conduct the glass replacements, we will remove the existing retention detail and set aside. Our IRATA trained Rope Access Technicians will then proceed to lift the existing defective panel out of the aperture and remove to ground level. Our teams will then conduct cleaning and preparation works to the aperture before commencing with the reinstallation of removed retention detailing.</p><p><strong>Breakdown</strong></p><p>2no Project Management - &pound;760.00</p><p>4no Survey Engineer (Normal Working Hours) - &pound;1840.00</p><p>Survey Engineer (Out of Normal Hours) - &pound;500.00</p><p>8no Technicians (Normal Working Hours) - &pound;5600.00</p><p>8no Technicians (Sunday) - &pound;6400.00</p><p>Structural Engineering Calculations - &pound;1680.00</p><p>Glass - &pound;7166.40</p><p>Sealants &amp; Gaskets - &pound;1002.00</p><p>Scaffolding - &pound;24000.00</p><p>Disposal Costs&nbsp;- &pound;5714.40</p><p>Crane with Contract Lift - &pound;7200.00</p><p>Road Closure - &pound;8100.00</p><p><strong>Total: &nbsp;&pound;69,963.30</strong></p><p>Our total cost to carry out the above works in / out of normal working hours shall be</p>