tender for excavation for pipe/cable laying excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. all kinds of soils for drain 100 x 0.50 x 0.50 = 25 , providing and laying cement concrete grade m-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes. for drain 100 x 0.50 x 0.10 = 5 , centering and shuttering including strutting, propping etc. and removal of form work for: foundations, footings, bases for columns 2no x 100 x 0.30 = 60 , providing and laying cement concrete grade m-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). for drain 2 x 100 x 0.30 x 0.10 = 6 base 1 x 100 x 0.50 x 0.075 = 3.75 for road 100 x 3.50 x 0.125 = 43.75 chock 12 x 15 x 0.125 = 22.50 nanak sahib gali 50 x 2.50 x 0.125 = 15.625 , brick work with common burnt clay modular bricks of class designation 4.0 (40 kg/cm2) in foundation and plinth in: cement mortar 1:6 (1 cement: 6 coarse sand). , 12 mm cement plaster of mix: 1:6 (1 cement: 6 fine sand) , providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 450 x 900 mm heavy duty , providing pvc pipe slotted as per direction of engineer-in-charge and fixing in rain water recharge pit/percolation pit or soakway with jute coir wrapping pipe. 150 mm dia , transportation by mechanical means including loading, unloading and stacking earth work for 5 km for drain 100 x 0.50 x 0.50 = 25