SPECIAL REPAIR ESTIMATE FOR DISTRICT COURT COMPLEX IN SECTOR 43, CHANDIGARH UNDER SUB DIVISION C-8 UT., CHANDIGARH

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (16.83)

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).(16.84)

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.(16.68)

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey 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.(11.26.1)

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (11.27)

Providing water proofing treatment by laying one coat of cement adhesive Tapeorete mixed with cement in ratio 1:2 (One part of tapecrete 2 part of cement complete in all respect and to the entre satisfaction of Engineer-ni charge NS

Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.(DSR 24.2)

Providing and fixing red sand stone tile cladding 16mm to 18mm thick as per exisitng shade, quality and pattern, fixed in position on base of 20mm thick cement plaster mortar 1:3 including cement mortar 1:2 (1white cement : 2 stone dust) after dismantling the old base plaster complete at all heights upto terrace level, complete in all respects and to the entire satisfaction of the Engineer in charge. (NS)

Providing and fixing Lalitpur stone tile cladding 16mm to 18mm thick as per exisitng shade, quality and pattern, fixed in position on base of 20mm thick cement plaster mortar 1:3 including cement mortar 1:2 (1white cement : 2 stone dust) after dismantling the old base plaster complete at all heights upto terrace level, complete in all respects and to the entire satisfaction of the Engineer in charge. (NS)

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 45.05 (DSR 15.56)