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| 1 | M & L cement concrete (1:2:4)type B-0 using 12.5mm graded stone aggregate as in kerbs or mud stops, rounded or chamfered on edges and similar work etc.all as specified and directed by Engineer - in - Charge . |
| 2 | Supply only liquid waterproofing compound all as specified and directed by Engineer - in - Charge. |
| 3 | S & F mild steel as in stairs (framed) including stringers, treads, landing, balusters, hand rails etc.including cleats, brackets etc. complete of and similar work conforming to Fe 410-W (Gde E- 250 ), quality-A,all as specified and directed by Engineer - in - Charge. |
| 4 | M & L APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) laid over and including priming surfaces with primer as per manufactures instructions and laid by forced application complete all as specified all as specified and as directed by Engineer-in-Charge. |
| 5 | M & L applying evenly a tack coat of industrial bituman 85/25 @ 1.2 Kg / Sqm on plaster surface including cleaning of surfaces all as specified and directed by Engineer – in – Charge |
| 6 | M & L perforated particle board / tiles 12mm thick for insulation and acoustic purpose 60 x 60cm size fixed with screw to aluminium frame work or staples on snap grid in ceiling complete all as specified and directed by Engineer - in - Charge. |
| 7 | M & L for Cement concrete tiles 25cm x 25cm x 22mm thick, with grey cement and no pigment, machine pressed;set, jointed and pointed in neat cement slurry in floors,cut and polished as in floors over and including 15mm thick screed bed of cement mortar 1:4 complete all as specified and directed by Engineer - in - Charge . |
| 8 | M & L 10mm thick rendering in Cement Mortar 1:3 to roof surfaces, bearing plaster, sunken portion etc. finished even and smooth without using extra cement complete all as specified and directed by Engineer - in - Charge. Note:- The rates do not include for the supply ofwater proofing compound, which shall be paid for in addition at “supplied only rates separately, as applicable. |
| 9 | M & L rendering 15mm thick on fair facesof brick work or concrete surfacesin CM 1:4 finished even & fair without using extra cement all as specified and directed by Engineer - in - Charge . |
| 10 | Taking down cement plaster/ terrazo finish on brick wall including racking out joints, hacking for keys scrubbing down with water all as specified and directed by Engineer - in - Charge. |
| 11 | M & L applying two coat of cement base paint on new plastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer - in – Charge |
| 12 | M & L providing two coats of synthetic enamel paintand a coat of red oxide primer onnewsteel surfaces including preparation of surface of any description over 10 cm width or girth all as specified and directed by Engineer - in - Charge . |
| 13 | S & F 15mm bore medium grade steel tubes galvanised with all fittings and fixed complete to walls & ceiling or laid in floor all as specified and directed by Engineer - in – Charge . |
| 14 | S & F 20mm bore medium grade steel tubes galvanised with all fittings and fixed complete to walls & ceiling or laid in floor all as specified and directed by Engineer - in – Charge . |
| 15 | Taking down steel tubing 15mm bore and connections including cleaning for refixing/ removal completeall as specified and directed by Engineer - in – Charge. |
| 16 | Taking down steel tubing 20mm bore and connections including cleaning for refixing/ removal completeall as specified and directed by Engineer - in – Charge. |
| 17 | Disconnecting existing tanks, exceeding 500 litres and not exceeding 1000 litres capacity, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position all as specified and directed by Engineer - in - Charge. |
| 18 | S & F as in replacement rotational moulded polythene water storage tanks, white colour (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR part I of capacity 1000 Litres all as specified and directed by Engineer - in - Charge . |
| 19 | S & F in repair ball brass valve 20mm bore dia high pressure with polythene float and fly nuts complete screwed with iron pipe and fixed all as specified and directed by Engineer - in - Charge . |
| 20 | S & FPVC pipes (SWR) single socketedwith rubber ring joints 110mm dia fixed to wall complete all as specified and directed by Engineer - in - Charge . |
| 21 | S&F PVC (SWR) bends any radius bore of 110 mm all as specified and directed by Engineer - in - Charge |
| 22 | Demolition of cement concrete (un-reinforced) in floors / pavings, (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge . |
| 23 | Dismantling boarding any description, fixed in any position with nails all as specified and directed by Engineer - in - Charge. |
| 24 | Dismantling wrought iron or mild steel work of any description all as specified and directed by Engineer - in - Charge . |
| 25 | Dismantling brick tiles or terracing tiles, single layer on roofs all as specified and directed by Engineer - in - Charge. |
| 26 | Demolition of mud in roof, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) all as specified and directed by Engineer - in - Charge. |
| 27 | Demolition and breaking upto 100mm bore drain pipes (salt glazed ware/ PVC or AC pipe) set in cement mortar and taking out all as specified and directed by Engineer - in – Charge. |
