tender for bhimbari bortal well repairing work -digging earth in any soil including mixed soil but excluding moorum, latente sand stone or any other hard stone including spreading or stacking the spoils within a lead of 75 metres as directed balling out water upto 1 metre depth shoring etc when and if required and back filling with fine sand (including cost of sand) on completion of steining works b) masonry steining well rv) 27 metre diameter of digging for 18 metre internal diameter of well al upto 3 metre below gl d) for well done by sinking process 30% extra over the corresponding rate for digging the respective internal dia of the well will be allowed on the different stages of depth 5) beyond 3 metre upto 6 metre below gl b) for well done by sinking process 30% extra over the corresponding rate for digging the respective internal dia of the well will be allowed on the different stages of depth it & da (c) extra rock cutting over the corresponding rate for digging for the respective internal diameter of the well will be allowed on the different stage of depth da -) )100% extra in latente rock or sand stone cutting with chisel and jumpers but not requinng blasting c) beyond 6 metre upto 9 metre below gl b) for well done by sinking process 30% extra over the corresponding rate for digging the respective internal dia of the well will be allowed on the different stages of depth (c) extra rock cutting over the corresponding rate for digging for the respective internal diameter of the well will be allowed on the different stage of depth iv) 300 extra in hard rock in built up areas using chisel, jumper and manual labour d) beyond 9 metre upto 12 metre below gl (c) extra rock cutting over the corresponding rate for digging for the respective internal diameter of the well will be allowed on the different stage of depth 100% extra in latente rock or sand stone cutting with chisel and jumpers, but not requiring blasting 1st class brick work for steining wall of well in cement morter 1 4 below gl including cutting bricks if required it brd da da a) 0 metre to 6 metre depth 3. 14x((1.22)-(094))x600 = 11.394 cum b) above 6 metre to 9 metre depth 3 14x((135)-(1113)×295=5 649 cum earth work in excavation of foundation trenches or drain in all sorts of soil including mixed soil but excluding laterite or sand stone including removing spreading or staking the spoils within a lead of 75m (a) depth of excavation not exceeding 1.5m 3. 14x(2.134)-(1.22)*x03=2 888 cum filling in foundation or pinth by fine sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand. 3.14x(2.134)-(122)×0.075 = 0 722 cum single brick flat soling of picked jhama bricks including ramming and difessing bed to proper level and filling joints with local sand 3 14x(2134)-(1.22)²= 9.63 sqmt ordinary cement coricrete (mix 12.4) with graded stone chips nominal size) excluding shuttering and reinforcement. (3th) (20mm 3 14x1.22)-(094) x0.250 = 0.475 cum 3 14x(2.134)-(122) x0.075 0.7219 cum for platform-