<p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Heras Fencing</strong></p><p>To deliver fencing to Crossrail compound.&nbsp; Operatives to set out Heras fence panels to provide site Demarcation line.&nbsp; Provide access gate at east elevation with chain padlock.&nbsp; To provide secondary gate with padlock at far end of demarcation to act as alternative emergency egress route.</p><p><em>&nbsp;</em></p><p><em>2 x Operatives for 2 days each @ &pound;300.00 each per day = <strong>&pound;1200.00</strong></em></p><p><em>36 Heras Panels and Fittings hire for 16 Weeks @ &pound;234.68 per week = <strong>&pound;3,755.00</strong></em></p><p><em>Delivery - <strong>&pound;460.00</strong></em></p><p>Site/storage office generator &nbsp;</p><p><em>Delivery each week &pound;180.00 x 2 = <strong>&pound;360.00</strong> </em></p><p><em>12 weeks hire @ &pound;310.00 per week = <strong>&pound;3720.00 </strong></em></p><p><em>Fuel = <strong>&pound;500.00</strong></em></p><p>Office equipment &amp; lockers - <strong>&pound;800.00</strong></p><p>Provide full-time site supervisor for 16 weeks @ &pound;1,675.00 per week = <strong>&pound;26,800.00</strong></p><p>SHEQ Advisor 2 days per week for 16 Weeks @ &pound;600 per week = <strong>&pound;9,600.00</strong></p><p>Administrator 1 day per week for 16 weeks @ &pound;197.00 per week = <strong>&pound;3,152.00</strong></p><p>3no. sheets steel chequer plate @ &pound;275.00 per plate = <strong>&pound;825.00</strong></p><p><strong>&nbsp;</strong></p><p><strong>Total - &pound;51,172.00</strong></p><p><strong>&nbsp;</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Additional Fencing</strong></p><p>Additional fencing is required In order to contain the elevation whilst works continue and provide an emergency exit.&nbsp; This fencing will be the subject of a great deal of erecting and dismantling as works progress to allow for deliveries, muck away etc.</p><p><em>&nbsp;</em></p><p><em>Hire of 5 Heras Fence Panels and 1 Gate &ndash; 16 Weeks hire @ &pound;75.00 per week = <strong>&pound;1,200.00</strong></em></p><p><em>Labour to re-configure fencing &ndash; 2 x Labourers @ &pound;300.00 per day each = <strong>&pound;2,400.00</strong></em></p><p>&nbsp;</p><p><strong>Total - &pound;3,600.00</strong>&nbsp;</p><p><strong>&nbsp;</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Brick Dyeing </strong></p><p>&nbsp;</p><p><em>Haulage from supplier to brick dyeing facilities and then delivery to White Hart Site - <strong>&pound;450.00</strong></em></p><p><em>To colour shade 6000no. wire cut heritage imperial bricks - <strong>&pound;2,250.00</strong></em></p><p>&nbsp;</p><p><strong>Total - &pound;2,700.00</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Landscaping</strong></p><p>To provide Crossrail Compliant machine to grade and landscape the proposed working area.&nbsp; Spoil not to be removed from site.&nbsp; This is to clear and set aside the entire site which is currently unworkable and unsafe.&nbsp; Upon completion re-dress as previous or as directed.&nbsp;</p><p><em>&nbsp;</em></p><p><em>Hire of 3 tonne digger for 2 days @ &pound;260.00 per = <strong>&pound;520.00</strong></em></p><p><em>Hire of dump truck for 2 days @ &pound;120.00 per = <strong>&pound;240.00</strong></em></p><p><em>Delivery and Collection &pound;190.00 per machine = <strong>&pound;380.00</strong></em></p><p><em>Digger Operative for 2 days @ &pound;300 per day= <strong>&pound;600.00</strong></em></p><p><em>Dump Truck Operative for 2 days @ &pound;300.00 per day = <strong>&pound;600.00</strong></em></p><p><em>Banksman for 2 days @ &pound;300.00 per day = <strong>&pound;600.00</strong></em></p><p>&nbsp;</p><p><strong>Total - &pound;2,940.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Excavate to depth of 1 metre as per design drawings, construct shuttering and create 2 no. base footing for brickwork buttresses.&nbsp; This will be carried out as two separate excavations.</strong></li></ul><p><em>&nbsp;</em></p><p><em>Hire of Dumper Truck for 1 Week @ &pound;480.00 per week = <strong>&pound;480.00</strong></em></p><p><em>Hire of Digger for 1 Week @ &pound;620.00 per week = <strong>&pound;620.00</strong></em></p><p><em>Dumper Operative for 4 days @ &pound;300.00 per day =<strong> &pound;1,200.00</strong></em></p><p><em>Digger operative for 4 days @ &pound;300.00 per day - <strong>&pound;1,200.00</strong></em></p><p><em>Banksman for 4 days @ &pound;300.00 per day = <strong>&pound;1,200.00</strong></em></p><p><em>2 x Labourers for hand excavations for 2 days @ &pound;300.00 each per day = <strong>&pound;1,200.00</strong></em></p><p><em>2 x Shuttering Carpenters for 2 days @ &pound;300.00 per day each = <strong>&pound;1,200.00</strong></em></p><p><em>2 x Labourers for concreting for 8 days @ &pound;150.00 per day each = <strong>&pound;2,400.00</strong></em></p><p><em>2 x Shuttering Operatives to remove shuttering for 1 day @ &pound;300.00 per day each = <strong>&pound;600.00</strong></em></p><p><em>Concrete Pump and operator Hire for 1 Week @ &pound;1,300.00 per week = <strong>&pound;1,300.00</strong></em></p><p><em>Submersible Pump Hire for 1 week @ &pound;240.00 per week = <strong>&pound;240.00</strong></em></p><p><em>Concrete for 2no part loads @ &pound;560.00 per load = <strong>&pound;1,120.00</strong></em></p><p><em>Shuttering Materials = <strong>&pound;400.00</strong></em></p><p><em>Reinforcement = <strong>&pound;100.00</strong></em></p><p><em>Hire of vibrating poker and compressor for 2 days @ &pound;396.00 per day = <strong>&pound;792.00</strong></em></p><p><em>Epoxy Resin = <strong>&pound;80.00</strong></em></p><p><em>Mould Oil = <strong>&pound;40.00</strong></em></p><p><em>Waste Transfer - <strong>&pound;600.00</strong></em></p><p><em>Safety Access Ramp and PPE - <strong>&pound;986.00</strong></em></p><p><strong>&nbsp;</strong></p><p><strong>Total - &pound;15,758.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Undertake construction of brickwork buttresses</strong></li></ul><p>To construct 2no new brick buttresses in accordance with the structural engineers specifications in conjunction with on-site conditions and requirements.&nbsp; These works are of particular intensity so as to comply with the engineer&rsquo;s specification</p><p>&nbsp;</p><p><em>Bricklayers &amp; Labourers = <strong>&pound;25,500.00</strong></em></p><p><em>Specialist Supervision = <strong>&pound;5,000.00</strong></em></p><p><em>Bricks = <strong>&pound;9,000.00</strong></em></p><p><em>Mixer = <strong>&pound;600.00</strong></em></p><p><em>Laser levels = <strong>&pound;240.00</strong> </em></p><p><em>Water bouser = <strong>&pound;540.00</strong></em></p><p><em>Lifting winch = <strong>&pound;1,800.00</strong></em></p><p><em>Helix Fixings = <strong>&pound;500.00</strong></em></p><p><em>Chemical Epoxy Resin = <strong>&pound;550.00</strong></em></p><p><em>Cement/Lime Mortar = <strong>&pound;2,800.00</strong>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </em></p><p><strong><em>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </em></strong><em>Brick saw = <strong>&pound;900.00</strong></em></p><p>&nbsp;</p><p><strong>Total - &pound;47,430.00</strong></p><p><strong>&nbsp;</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Carry out the dismantling and the removal of external and internal supports and steel supports to east side levels. Dismantle and remove remaining high level steel supports and fixings.&nbsp; High level steel works.</strong></p><p><em>&nbsp;</em></p><p><em>1 x Supervisor for 2 days per week for 4 weeks @ &pound;700.00 per week = <strong>&pound;2,800.00</strong></em></p><p><em>4 x Operatives for 4 weeks @ &pound;1500.00 each per week = <strong>&pound;24,000.00</strong></em></p><p><em>Hire of specialised cutting equipment for 4 weeks @ = &pound;375.00 per week = <strong>&pound;1,500.00</strong></em></p><p><em>2 x Specialist Fabricators and Welders for 4 weeks @ &pound;1,625.00 each per week = <strong>&pound;13,000.00</strong></em></p><p><em>Waste Disposal = <strong>&pound;3,200.00</strong></em></p><p><em>PPE = <strong>3,528.00</strong></em></p><p><em>&nbsp;</em></p><p><strong>Total - &pound;48,028.00</strong></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><p><em>&nbsp;</em></p><ul><li><strong>Make repairs to large crack in South wall adjacent East Gable as per spec and make good (this is required on both sides with one side accessed from within adjoining room).</strong></li></ul><p><em>&nbsp;</em></p><p><em>2 x Operatives for 3 weeks @ &pound;1500.00 per week each = <strong>&pound;9,000.00</strong></em></p><p><em>Resin = <strong>&pound;100.00</strong></em></p><p><em>Sand/Cement = <strong>&pound;60.00</strong></em></p><p><em>Fixings = <strong>&pound;98.00</strong></em></p><p><em>Materials &ndash; Injection Mortar, sand and cement, fixings - <strong>&pound;258.00</strong></em></p><p><em>Waste - <strong>&pound;240.00</strong></em></p><p><em>Hire of MEWP for 3 weeks @ &pound;320.00 per week = <strong>&pound;960.00</strong></em></p><p>&nbsp;</p><p><strong>Total - &pound;10,716.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Make repairs to roof timber joists at junction with East Gable using steel brackets as per spec.</strong></li></ul><p><em>&nbsp;</em></p><p><em>2 x Operatives for 1 day to template and survey @&pound;300.00 each per day = <strong>&pound;600.00</strong></em></p><p><em>For the manufacture of steel shoes = <strong>&pound;8,138.00</strong></em></p><p><em>2 x Operatives for 5 days for the installation @ &pound;300.00 per day each = <strong>&pound;3,000.00</strong></em></p><p><em>Stainless Steel Rodding = <strong>&pound;89.00</strong></em></p><p><em>Epoxy Resin = <strong>&pound;60.00</strong></em></p><p><em>Hire of MEWP for 1 Week @ &pound;340.00 per week = <strong>&pound;340.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;12,227.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Demolition of external and removal of concrete support blocks from site.</strong></li></ul><p><em>&nbsp;</em></p><p><em>3 x Operatives for 5 days @ &pound;300.00 each per day = <strong>&pound;4,500.00</strong></em></p><p><em>Hire of compressor unit, 2 guns and hoses for 1 Week @ &pound;440.00 per week = <strong>&pound;440.00</strong></em></p><p><em>Hire of dumper truck and operator for 1 Week @ &pound;1080.00 per week = <strong>&pound;1,080.00</strong></em></p><p><em>5no Damping Down Sprays @ &pound;22.00 each = <strong>&pound;110.00</strong></em></p><p><em>Waste Disposal = <strong>&pound;1,850.00</strong></em></p><p><em>Barriers = <strong>&pound;90.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;8,070.00</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Make good to surrounding footings and external area.</strong></li></ul><p><em>&nbsp;</em></p><p><em>2 x Operatives for 3 days @ &pound;300.00 each per day = <strong>&pound;1,800.00</strong></em></p><p><em>Plant Hire = <strong>&pound;130.00</strong></em></p><p><em>Shuttering = <strong>&pound;230.00</strong></em></p><p><em>Type 1 = &pound;<strong>400.00</strong></em></p><p><em>Concrete = <strong>&pound;565.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;3,125.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Carry out excavation, undertake alterations to existing drainage and re-route services to accommodate buttress.</strong></li></ul><p><em>&nbsp;</em></p><p><em>3 x Operatives for 4 days @ &pound;300.00 each per day = <strong>&pound;3,600.00</strong></em></p><p><em>1 x Banksman for 3 days @ &pound;300.00 per day = <strong>&pound;900.00</strong></em></p><p><em>1 x Specialised Operative for 3 days @ &pound;900.00 per day = <strong>&pound;2,700.00</strong></em></p><p><em>Hire of digger for 1 week @ &pound;310.00 per week = <strong>&pound;310.00</strong></em></p><p><em>Digger driver for 3 days @ &pound;300.00 per day = <strong>&pound;900.00</strong></em></p><p><em>Shuttering, Drainage, covers, sand/cement, concrete and shingle = <strong>&pound;6,400.00</strong></em></p><p><em>Waste Transfer = <strong>&pound;1,800.00</strong></em></p><p><em>Barriers = <strong>&pound;90.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;16,700.00</strong></p><p>&nbsp;</p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Access Equipment </strong></p><p>3 x 45 ft rough terrain diesel articulated boom with a working height of 16 mtrs</p><p>Plant operator</p><p>3 x 7.9mtr max lift height, 295kg max safe working load all terrain scissor lift (price includes fork extensions and pipe cradle.</p><p>Narrow Tower</p><p>Full width tower</p><p>12 tread fibreglass steps</p><p>10 tread fibreglass steps</p><p>8 tread fibreglass steps</p><p>&nbsp;</p><p><strong>Total:&nbsp; &pound;8,500.00</strong></p><p>&nbsp;</p><p>&nbsp;</p><p>&nbsp;</p><p>&nbsp;</p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Excavation Plant </strong></p><p>Multigas monitor</p><p>Excavation shoring</p><p>Stop blocks</p><p>Chapter 8 barriers</p><p>Steel plates for void covering</p><p>2 x 1.5 tonne mini excavator</p><p>2 x 1.5 tonne hydraulic breaker</p><p>2 x 1 tonne dump truck</p><p>Plant operators</p><p>Delivery on a Crossrail compliant vehicle</p><p>&nbsp;</p><p><strong>Total:&nbsp; &pound;12,350.00</strong></p><p>&nbsp;</p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Full height internal Scaffolding </strong></p><p>Scaffolding will be required to carry out the safe removal of the temporary props and ties.&nbsp; This will be removed as the work progresses.&nbsp; The equipment consists of Scaffold tubes, Scaffold fixings, Toe boards &amp; scaffold boards, Scaffold operatives</p><p>&nbsp;</p><p><em>1 x Banksman for 4 days @ &pound;300.00 per day = <strong>&pound;1,200.00</strong></em></p><p><em>Specialist contractor including design, erection, inspection, tagging and dismantling = <strong>&pound;25,000</strong></em></p><p><em>Allow for attendance and profit for 4 days @ &pound;300.00 per day = <strong>&pound;1,200.00</strong> </em></p><p><strong>&nbsp;</strong></p><p><strong>Total:&nbsp; &pound;27,400.00</strong></p><p>&nbsp;</p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Lifting equipment </strong></p><p>1 x 9 mtr manitiou rough terrain telehandler</p><p>1 x 16 mtr manitiou rough terrain telehandler</p><p>Webbed slings in various lengths and weights</p><p><strong>&nbsp;</strong></p><p><strong>Total:&nbsp; &pound;18,600.00</strong></p><p><strong>&nbsp;</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Transfer of waste equipment</strong></p><p>This refers to props and ties removed and will require approximately 6 separate transfers.</p><p><em>4 x Operatives for 6 days @ &pound;300.00 each per day =</em> <strong>&pound;7,200.00</strong></p><p><em>Waste Transfer = <strong>&pound;2,100.00</strong></em></p><p>&nbsp;</p><p><strong>Total:&nbsp; &pound;9,300.00</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Removal of steel wall ties from South fa&ccedil;ade and making good of windows.&nbsp; Safely remove all walls ties from within the South Wall fa&ccedil;ade and internal warehouse wall and make good holes to walls.</strong></p><p>&nbsp;</p><p><em>3 x Multi-Skilled Technicians for 4 days @ &pound;300.00 each per day = <strong>&pound;3,600.00</strong></em></p><p><em>Waste = <strong>&pound;864.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;4,464.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Reinstate glazing to match external windows on South fa&ccedil;ade only where steel ties removed.&nbsp; </strong></li></ul><p>&nbsp;</p><p><em>2 x Carpenters/Glaziers for 6 days @ &pound;300.00 each per day = <strong>&pound;3,600.00</strong></em></p><p><em>Made to measure beading and panels, pins screws, glue, clamps etc = <strong>&pound;2,873.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;6,473.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Reinstate doors and shutters windows.</strong></li></ul><p><em>3 x Carpenters for 4 days @ &pound;300.00 each per day = <strong>&pound;3,600.00</strong></em></p><p><em>1 x Semi-Skilled Operative for 4 days @ &pound;300.00 per day = <strong>&pound;1,200.00</strong></em></p><p><em>Fixings and Closures = <strong>&pound;875.00</strong></em></p><p><em>Hinges = <strong>&pound;398.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;6,073.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Carry out the dismantling and removal of high level steel framework to south side elevation.</strong></li></ul><p><em>2 x Multi-Skilled Technicians for 6 days @ &pound;300.00 each per day = <strong>&pound;3,600.00</strong></em></p><p><em>1 x Banksman for 6 days @ &pound;300.00 per day = <strong>&pound;1,800.00</strong></em></p><p><em>Materials &amp; steel specialists = <strong>&pound;17,503.00</strong></em></p><p><em>Waste = <strong>&pound;2,456.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;25,359.00</strong></p><p><strong>&nbsp;</strong></p><ul><li><strong>Repair guttering and downpipes in this fa&ccedil;ade only with like for like materials.</strong></li></ul><p><em>&nbsp;</em></p><p><em>2 x Multi-Skilled Technicians for 6 days @ &pound;300.00 each per day = <strong>&pound;3,600.00</strong></em></p><p>42 Mtrs of Guttering, Down pipes, Clips, Tees, Elbows, Inspection Chambers, Swan necks, Raw plugs, Screws, <em>Gutter stop ends, Gutter unions, Downpipe Straight Connector = <strong>&pound;2,632.00</strong></em></p><p><em>Waste = <strong>&pound;440.00</strong></em></p><p>&nbsp;</p><p><strong>Total: &pound;6,672.00</strong></p><p><strong>&nbsp;</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Plant</strong></p><p>Multigas monitor</p><p>Excavation shoring</p><p>Stop blocks</p><p>Chapter 8 barriers</p><p>Steel plates for void covering</p><p>2 x 1.5 tonne mini excavator</p><p>2 x 1.5 tonne hydraulic breaker</p><p>2 x 1 tonne dump truck</p><p>Plant operators</p><p>Delivery on a Crossrail compliant vehicle</p><p><strong>&nbsp;</strong></p><p><strong>Total:&nbsp; &pound;11,220.00</strong></p><p>&nbsp;</p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Access equipment</strong></p><p>3 x 45 ft. rough terrain diesel articulated boom with a working height of 16 mtrs</p><p>Plant operator</p><p>3 x 7.9mtr max lift height, 295kg max safe working load all terrain scissor lift (price includes fork extensions and pipe cradle.</p><p>Narrow Tower</p><p>Full width tower</p><p>12 tread fibreglass steps</p><p>10 tread fibreglass steps</p><p>8 tread fibreglass steps</p><p>&nbsp;</p><p><strong>Total:&nbsp; &pound;8,800.00</strong></p><p>&nbsp;</p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Lifting equipment</strong></p><p>1 x 9 mtr manitiou rough terrain telehandler</p><p>1 x 16 mtr manitiou rough terrain telehandler</p><p>Webbed slings in various lengths and weights</p><p><strong>&nbsp;</strong></p><p><strong>Total:&nbsp; &pound;17,640.00</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><strong>&nbsp;</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Scaffolding Exterior </strong></p><p>This will require a minimum of 18 visits to site for the contractor to adapt the scaffolding as works progress with a banksman in attendance.&nbsp; Each scaffold will be erected and dismantled separately.</p><p>Each stage of scaffolding to be tagged by a competent person</p><p>Each scaffolding 9.5m x 2m</p><p>Materials will comprise of Scaffold tubes, Scaffold fixings, Toe boards &amp; scaffold boards</p><p><strong>&nbsp;</strong></p><p><strong>Total Cost:&nbsp; &pound;24,000.00</strong></p><p><strong>&nbsp;</strong></p><p><!--[if !supportLists]-->&middot;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <!--[endif]--><strong>Drainage Survey</strong></p><p><strong>&nbsp;</strong></p><p>CCTV survey of all drains within the site adjacent to the building.</p><p>&nbsp;</p><p><strong>Total - &pound;12,200.00</strong></p>