SPECIAL REPAIR TO AREA DRAINAGE AND SEWAGE DISPOSAL IN THE OTM ACCOMMODATION OF 11 ENGR REGT UNDER GE BHOPAL

M&L for brick work with sub class B bricks straight or curved on plan exc 6 m mean radius, built in cm 1:6 including demolition of brickwork or stone/boulder masonry, built in cement mortar including all quions, arches, pillars, etc but excluding ashlar facings dressed stonework and precast articeles.all as specified and directed.

M&L for rendering 15mm thick for internal surfaces of drain using cement plaster 1:4 to be finished even and smooth without using cement complete all as specified and directed.

M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation , filling in, sub base and mass including demolition of cement concrete in floors and pavings not exc. 15 cm thickness (below/above ground level) including floor finishes concrete complete all as specified and directed.

M&L PCC 1:2:4 type B1 using 20mm graged stone aggregate as in coping complete all as specified & directed.

M&L for PCC 1:2:4 type B-0 with using (using 12.5mm graded stone aggregate) as in surface channels and drains complete all as specified and directed.

Demolition of reinforced precast cement concrete manhole cover slab of any description and in any position including and segregation of reinforcement etc complete all as specified and directed.

M&L for providing precast cement concrete 1:3:6 type C-1 (using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc) chullah hoods, chajjas, water troughs complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately

S&F for mild steel TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (anealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

Earth work excavation in any type of soil by mechanical means (Hydraulic excavation)/ in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m complete all as specified and directed.

Returning, filling in, including spreading levelling watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.