Hariparvat Zone, Room No. 95 Road repair work in Kripal Colony, opposite the Mata temple.

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 ( thickness to be specified by th manufacturer), of approved make] in all colours, shades except burgudy, bottle green, black of any size as approved by Engineer-in-charge, in skirtig, rises of steps and dados, over 12mmm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Dismantling of Old Interlocking Tiles pavement including staking of serviceable material and disposal of unserviceable material within lead of 50m as per direction of Engineer in charge. (NS)

Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8)

Kota stone slab flooring over 20 mm (average) thick base laid over and joined with gray cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement: 4 coarse sand) :25 mm thick. (Chapter No.14 Si.No.12-11.26.1)

Paint of the two coat over priming coat including cost of priming coat new steel gril etc. all complete.{15-Chapter Sr.No.1-(641)+3-(13.61)}

Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 Itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) supply of all labour material and T&P required for proper completion of work. (Chapter No.15 Si.No.17)

Finishing Wall Putty Aproved brand and manufacture and of required shade and undecorated wall surface to give and even shade over and including curing and cost of all material. (15-Chapter Si.No.27 New)

Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30. (tiles I shape decided by Engineer-in-charge with ISI Mark) (Chater No. 20 Si.No.17E)

P/L GSB with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor T&P etc.all complete (NS)

Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 Sr.No. 2)