providing and laying 300 mm dia rcc drainage pipe line at nathprangan from raj corner to sahas society via kalilka mata mandir in ward no . 112 shiaji nagar , excavation for foundation / pipeline trenches in earth spil of all types of sand and gravel soft murum etc . complete mjp dsr page no . 33 item no . 1 , excavation for foundation / pipeline trenches in hard murum and boulder wbm road etc . comp . it no . 2 page no . 33 as per mjp dsr 11-12 , excavation for foundation / pipeline trenches in soft rock and old cement and lime masonary foundation asphalt road etc . comp . it . no . 5 page no . 33 as per mjp dsr 11-12 , excavation for foundation/ pipeline trenches in hard rock and concrete road by chiseling wedging line drilling by mechanical means etc . comp . item no . 7 page no . 34 as per mjp dsr 13-14 , removing existing pipe line of the following pipe size etc . complete 150 to 250 mm dia swg pipe/ rcc pipe mjp dsr page no . mjp/dsr 2006-07 item no . 11 page no . 51 . , providing and supplying isi mark np- 2 class rcc pipe of 300 mm dia rcc pipe etc . comp . mjp dsr page no . 71 item no . section -i ( vi ) , lowering laying and jointing isi mark np-2 class rcc pipe of 300 mm dia rcc pipe etc . comp . mjp dsr page no . 72 item no section i ( vi ) , refilling the trenches with excavated stuff with soft material etc . comp . it . no . 15 pg no . 36 as per mjp dsr 11-12 , providing and constructing 0 . 90 cm dia at bottom bb masonary machole chember with 23 cm brick work in cm 1:5 prop including 12 mm thick smoothe plaster on both sides in cm 1:2:4 and fixing sfrc frame and cover in cc 1:2:4 etc . comp . ( rs . 1212/- per 30 cm ) depth 1 . 50 m , providing and supplying sfrc frame and cover including all taxes etc . comp . 540 mm dia h . d . as per mjp dsr 11-12 , repairing the existing mh chamber after fixing the pipe with necessary brick work in cm 1:5 porp etc . comp . , rising the existing bb masonary manhole chember in bb masonary cm 1:6 proporation etc . comp . as per rate analysis , fixing / refixing sfrc frame and cover in cc 1:2:4 etc . comp . as per rate analysis , desilling the existing manhole chamber in wet or dry condition including lift 0 tio 0 . 90 mt of lead upto 150 mt as required beyond the work site etc . comp . as per mjp dsr , transpotation of surplus material from work site to any disposal place as directed by the engineer in charge with lead 2 . 00 km including and stacking etc . comp .