Cleaning and Repair to Sewage Line, Septic Tank, Soakage Well and Manholes at Site 1A 1B of Certain Unit and Repair to Path Hard Standing, Fencing and Other Misc Work at Site 1A 1B Of Certain Unit under AGE B R-I GE AF No 2 Jodhpur

Taking down cement plaster, any description on brick, concrete or stone walls or ceiling including racking out joints, hacking for key, scrubbing down with water etc and removal of rubbish off all as specified and directed.

Material & labour for rendering 15 mm thick on stone masonry surfaces of wall in cement mortar 1:6, surface finished even and smooth without using extra cement complete all as specified and as directed

M&L for 15 mm thick rendering on stone masonary or other than fair face of brick work finished even and smooth without using extra cement in CM 1:4 complete all as specified.

M&L for preparation of newly plastered of wall surfaces and applying two coat of oil emulsion distemper over a coat of cement primer as approved complete all as specified.

M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats exterior weather proof water base emulsion paint , over a coat of chalk whiting all as directed.

Demolition and breaking up 150 mm bore drain pipes, soil, waste and rain water pipes etc (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, in trenches or floors, including connections and fittings complete all as specified and directed by the Engineer-in-Charge.

Supply & fixing 150 mm dia Sail-glazed stoneware drain pipes laid in trenches and jointed as specified all as specified and directed by the Engineer-in-Charge.

Material & labour for cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of size 150 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested complete all as specified and directed by the Engineer-in-Charge.

Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) and removing removing debris outside the premises complete all as specified and directed by Engr-in-Charge.

M&L for 100 mm thick PCC 1:4:8 type D-2 using 40mm stone aggregate as in sub base floor/floors and paving etc complete all as specified and directed by Engr-in-Charge.