tender for construction of drain wall in front of rampal son of mahavira and in front of israel in ward no. 13 - e/w in excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 15.0m and lead upto 30 m .and including filing watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge. 2 dismantlingbrick work or stonework or lime or cement mortor including stacking of dismantled materials as directed by the engineer-in-charge within a distance of 60 metre (200 feet).as per s.i no-692 3 dismantling sundries brick work/interlocking tile including stacking of dismantled materials as directed by the engineer-in-charge within a distance of 60 metre (200 feet).as per s.i no-691 4 disposal of malba 5 m -150 brick work in foundation in 1:4 cement & c/sand mortar as per si no. 305a 6 12 cm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less . as per si no. 584 (a) 7 cement concrete with 2 cm gauge approved stone grit, c/sand & cement in proportion of 4:2:1 as per si no. 279 (a) 8 providing laying spreading and compacted 22.40-53 mm graded stone aggregatewithfine sand , laying in uniform compacted layers of 100 mm thick with hand roller in sub base/base course on well prepared surface and compactingincluding all t&p taxes & labour cess etc as directed by engineer in charges etc all. complete as per technical specification clarse 406. 9 supplying & fixing 80 mm thick precast cement concretei shapeinter locking paver block isi mark confirming to is 15658-2006 with top layer of minimum 5mm thickness having plan dimention 200x( 160+120mm) of op cement , smooth high gloss finish, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. the compressive strength of concrete pavar block shall not be less than40mpa and weight 4.5 kg per no.including cost of meterial, with blanket layer of 4.00cm thick fine sandincluding labour t& p etc required for proper completion of the work as directed by engineer-in-charge. as new item 14 +11(ii) = 820+35x1.8=883 10 dismentling of rampi/c all comp of work 11 s/f inauguration sign board with all complition. 12 gst 18%