<p><strong>Excavation 1</strong></p><p><strong>To pump out existing foundation due to ingress of water prior to works commencing</strong></p><p><strong>1 DAY</strong></p><p>1 x Supervisor at &pound;33.76 ph x 8 hours: &pound;270.08</p><p>2 x Operative at &pound;29.31 ph x 8 hours: &pound;468.96</p><p>110v submersible pump and hoses &pound;11.04 per day x 1 day: &pound;11.04</p><p>Total - &pound; 750.08</p><p>&nbsp;</p><p><strong>Using the 8 Tonne excavator and 2 assisting operatives, carefully remove the existing 4m shoring system and propping system.</strong></p><p><strong>1 DAY</strong></p><p>1 x Supervisor at &pound;33.76 ph x 8 hours: &pound;270.08</p><p>2 x Operative at &pound;29.31 ph x 8 hours: &pound;468.96</p><p>8 Tonne excavator at &pound;152 per day: &pound;152.00</p><p>1 x Excavator operator at &pound;249 per day: &pound;249.00</p><p>1x Traffic marshal at &pound;22.54 ph x 8 hours: &pound;180.32</p><p>Total - &pound;1,320.36</p><p><strong>Utilising traffic marshals the concrete delivery vehicle was positioned to permit safe discharge into the pump.</strong></p><p><strong>1 DAY</strong></p><p>Concrete was discharged into the hopper and pumped via hose to the excavation site.</p><p>An air driven vibrating poker was used during the pour.</p><p>Upon completion of pour a hessian cover as applied during the curing process.</p><p>Roline BQF 06 /GEN 3 including hoses and competent operator: &pound;720.00 (including over run hours)</p><p>Additional 3.5 cubic metres of concrete at &pound;160.30p per cubic metre: &pound;561.05</p><p>1 x Supervisor at &pound;33.76 ph x 8 hours: &pound;270.08</p><p>2 x Operatives at &pound;29.31 ph x 8 hours: &pound;468.96</p><p>1 x Traffic marshal at &pound;22.54 ph x 8 hours: &pound;180.32</p><p>Total - &pound; 2,200.41</p><p>&nbsp;</p><p><strong>Excavation 2</strong></p><p><strong>To pump out existing foundation due to ingress of water prior to works commencing</strong></p><p><strong>1 DAY</strong></p><p>1 x Supervisor at &pound;33.76 ph x 8 hours: &pound;270.08</p><p>2 x Operatives at &pound;29.31 ph x 8 hours: &pound;468.96</p><p>110v submersible pump and hoses &pound;11.04 per day x 1 day: &pound;11.04</p><p>Total - &pound; 750.08</p><p>&nbsp;</p><p>&nbsp;</p><p>&nbsp;</p><p><strong>Using the 8 Tonne excavator and 2 assisting operatives, carefully remove the existing 4m shoring system and propping system.</strong></p><p><strong>1 DAY</strong></p><p>1 x Supervisor at &pound;33.76 ph x 8 hours: &pound;270.08</p><p>2 x Operatives at &pound;29.31 ph x 8 hours: &pound;468.96</p><p>8 Tonne excavator at &pound;152 per day: &pound;152.00</p><p>1 x Excavator operator at &pound;249 per day: &pound;249.00</p><p>1 x Traffic marshal at &pound;22.54 ph x 8 hours: &pound;180.32</p><p>Total - &pound;1,320.36</p><p>&nbsp;</p><p><strong>Utilising traffic marshals the concrete delivery vehicle was positioned to permit safe discharge into the pump.</strong></p><p><strong>1 DAY</strong></p><p>Concrete was discharged into the hopper and pumped via hose to the excavation site.</p><p>An air driven vibrating poker was used during the pour.</p><p>Upon completion of pour a hessian cover as applied during the curing process.</p><p>Roline BQF 06 /GEN 3 including hoses and competent operator &pound;720.00 (including over run hours)</p><p>Additional 3.34 cubic metres of concrete at &pound;160.30p per cubic metre: &pound;535.40</p><p>1 x Supervisor at &pound;33.76 ph x 8 hours: &pound;270.08</p><p>2 x Operatives at &pound;29.31 ph x 8 hours: &pound;468.96</p><p>1 x Traffic marshal at &pound;22.54 ph x 8 hours: &pound;180.32</p><p>Total - &pound;2,174.76</p><p>&nbsp;</p><p>&nbsp;</p><p>Our total cost to carry out the above works in normal working hours shall be</p>