fixation of rate and empanelment of agencies for distribution of work of construction of recharge trench and recharge shaft- 1 recharge shaft ( borewell diamter-150mm ) 2 drilling of 150 mm dia. borewell by dth rig with transportation of rig machine to site 3 providing , supply & lowering 180 mm dia.pvc slotted casing pipe 4 providing , supply & fixing 180 mm dia.pvc borewell endcap. 5 site preparation / cleaning including all etc. 6 carrying out yield test by flushing ( air lift method ) after completion of borehole measuring with90° “v” notch for half an hour 7 excavation in soft murrum for filter pit etc. complete. 8 excavation in hard murrum for filter pit etc.complete. 9 providing & filling 6-12 mm guagefilter media inside rcc pipe 10 providing & filling 6-12 mm guage filter media inside pit 11 providing & filling 12-20 mm guage filter media inside pit 12 providing & filling 40 mm guage boulder as filter media inside pit 13 providing chicken mesh of wrapping around the pvc casing pipe including 5% fabrication losses etc. complete 14 providing isi standrd r.c.c. pipe, 900 mm dia clas-np-iii 15 lowering and laying r.c.c. pipe 900 mm dia, complete 16 providing & fixing r.c.c. cover cap for 900 mm dia, r.c.c. pipe with g.s.d.a. embossing etc. complete 17 photography & video shooting etc. complete per recharge shaft ( min.3 photos i.e., initial stage, work in progress stage and completion stage ) 18 providing and fixing board displaying information, such as name of work, tender cost, name of contractor, work completion and liability period etc 19 cleaning cutting thorny shrubs, grass as directed with 15m iead and lift up to 1.5m. 20 excavation in all kinds of soil including boulders upto 0.6 m diamneter ( 0.113 cum ) for canal, seating of embankment, filter drains / catch water drains etc, and placing the excavated stuff neartly in dump area or for formation of service road / embbankment as directed including cost of all material, machinery, labour , dressing bed and sides to required level and profile etc. complete with lead upto 1 km and 6 m lift. 21 excavation in hard murum including boulders upto 0.6 m diameter ( 0.113 cum ) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and 6t m lift. 22 excavation in soft rock without including boulders upto 0.6 m diameter ( 0.113 cum ) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rockneatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and 6t m lift. 23 providing stone rubble pitching 230mm thicketc. ( rate without royalty and gst provided after mesurment )