SPL REPAIR TO SEWAGE LINE, SEPTIC TANK AND SOAKAGE WELL IN BHAGAT LINE, RSV UNDER AGE B/R-II OF GE (WEST) LUCKNOW

Surface dressing n exc 15 cm deep and removal of wild grass/shurps,roots including spraying of deweding chemical 1 m each side on both side along sewage line complete all as specified and directed

Excavation in trenches n.exc 1.5M wide and N.exc 1.5M in depth for foundation etc or for manholes n.exc 10 Sqm on plan and n.exc 1.5m indepth and getting out in soft/loose soil complete all as specified and directed

Excavation in tr enches n.exc 1.5M wide and N.exc 3.0 M in depth for foundation etc or for manholes n.exc 10 Sqm on plan and n.exc 1.5m indepth and getting out in hard/dense soil complete all as specified and directed

M & L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) in foundations / fillings and mass concrete incl demolition complete all as specified and directed

Returning, filling and including spreading levelling,watering and well ramming in layers n.exc 25cm complete all as specified and directed

Removing excavated soil n.exc 50mand depositing where directed at a level n.exc 1.5M above the starting point complete all as specified and directed

M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed

M&L for Providing precast cement concrete 1:2:4, type B1 (20 mm graded aggregate) set in CM 1:6, as in cover slabs (for manhole, drains etc) with plain fair faces, incl demolition complete all as specified and directed

M & L for brick work using old size bricks conforming to IS-12894:2002, Non Modular, class designation 7.5, straight or curved on plan, exc 6.0 m mean radius, built in CM (1:4) including demolition complete all as specified and directed

M&L Cutting into road/black top/PCC pavement of any thickness including excavation in any type of soil upto 0.50 m to 0.80 m width and 0.50m to 1.50m in depth,refilling,compaction of soil after laying of PCC bed,haunching and pipe and packing and compaction with existing soling/GSB/WBM/WMM and top surface prepared with 75mm thick cement conrete 1:2:4 type B-1 ( Using 20 mm graded aggregate) complete all as specified and directed.