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| 1 | Demolition ofPCC in Ground Floor and paving n exc 15 cm (below or above ground level) |
| 2 | M&L for PCC type D2 1:4:8 using 40mm graded stone aggregate, 75 mm thick as in sub base for floors, complete all as specified and directed. |
| 3 | M&L for 50 mm thick PCC 1:3:6 type C1 (using 20 mm graded crushed stone aggregates) as in plinth protection finished even and fair w/o using extra cement |
| 4 | Complete removal of existing water proofing treatment incl bedding if any n exc. 50mm thick etc. on any type of roof, cleaning with wire brushers etc. and removal of debris out side MD land complete all as specified and directed. |
| 5 | M&L for PCC 1:2:4 type B-0 using 12.5 mm graded stone aggregate for levelling course for consolidated thickness shall be varied from 25 to 55 mm as per the requirements all as directed by Engr-in-Charge. |
| 6 | M&L for 10mm thick screed plaster on roof for laying in CM 1:4 waterproofing treatment, with using WPC (WPC will be measured and paid separately as supply only) |
| 7 | Supply only integral Waterproofing compound. |
| 8 | M&L for water proofing treatment with 3 mm thick APP (Actatic Poly Propylene) modified membrane reinforced with non woven polyester mat of weight 150 gms/sqm as centre core & without multiple layers of polyethylene applied by thermo fusion using LPG torch on the bottom portion of the membrane after applying a coat of bituminous primer @ 0.3 kg/sqm over roof (an overlap of 100 mm & 150 mm shall be provided on sides & end respectively )including a coat of bitumen grade 85/25 @ 1.20 Kg/Sqm and applying one coat of aluminium paint @ 100ml/sqm on top of APP membrane to get uniform finish complete all as per specified and directed. |
| 9 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar.Note : Work will be in patches or in bulk |
| 10 | M & L for Sand stone5cm thick slabs in shelves, cills, landings, cover stones, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4. including pointing in white cement (1:2) using marble dust with admixture of pigment to matchcomplete all as specified and directed by Enginer in charge. |
| 11 | Taking down cement plaster on stone walls and roof ceilings etc., including racking out joints, hacking for key, scrubbing down with water etc. to receive new plaster |
| 12 | M & L for Cement plastering 15mm( thick in two layers -first layer 10mm thick with ready mix plaster and outer layer 5mm thick ready mix water proof plaster) on outer walls by adding potable water by weight of material as mentioned by manufacture ready mix plaster shall comply with IS- 1661-1972, IS-2402-1963, IS- 2250-1981 and shall confirm 28 days compressive strength 10-15 MPA, bulk density 1600-1800 kg/cum and pull out bond strength->0.5 MPA complete all as specified and directed |
| 13 | M & L forrendering 10mm thick ready mix plaster on internal wall by adding potable water by weight of material as mentioned by manufacture ready mix plaster shall comply with IS- 1661-1972, IS-2402-1963, IS-2250-1981 and shall confirm 28 compressive days cstrength 10-15 MPA bulk dencity 1600-1800 kg/cum and pull out bond strength-> 0.5 MPA omplete all as specified and directed. |
| 14 | M & L forrendering 5 mm thick ready mix self curingplaster on ceilling by adding potable water by weight of material as mentioned by manufacture ready mix plaster shall comply with IS- 1661-1972, IS-2402-1963, IS-2250-1981 and shall confirm 28 compressive days cstrength 10-15 MPA bulk dencity 1600-1800 kg/cum and pull out bond strength-> 0.5 MPA omplete all as specified and directed. |
| 15 | M&L for preparing newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified. |
| 16 | M&L for preparation of new plastered surface of wall andapplyingTwo coat of oil bound distemper over the alkali resistance priming paint primer over 1.5 to 2mm thick wall care puttycomplete all as specified and as directed. |
| 17 | M&L preparation of new wall surface and applying three coat of white wash on surfaces of ceiling complete all as specified & directed by Engineer-in-charge. |
| 18 | Demolition of stone/ bouldermasonry and built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m all as specified & directed by Engineer-in-charge. |
| 19 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) all as specified & directed by Engineer-in-charge. |
| 20 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses all as specified & directed by Engineer-in-Charge. |
| 21 | Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering |
| 22 | S & F Pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified. |
| 23 | S & F Pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified. |
| 24 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 25 | S &F framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering. Door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and decorative cast iron artical etc. fe 410 Gde E-250 |
| 26 | Demolition of RCC of any description and in any position not otherwise specifically provided rainforced (rainforcement of cut as required to facilasite demolition etc) and removal of rubbish/ demolished materials out of MD landcomplete all as specified and directed. |
| 27 | Providing and placing in position microconcrete which shall be cement based prepacked single component, chloride free, non-shrink, free flow, self compacting, ready to use after mixing water in specified proportion obtained from approved manufacturer of thermoex chemical as per speciification and direcation of engineer-in-charge (payment under this item shall be made only after wet curing bas been done and surface has been satisfactory evaluated by sounding/tapping with blunt metal instrument). |
| 28 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter |
| 29 | M&L for form work to side and soffits of floor or roof beam,beam haunchings,girders,bressummers,lintels,cantilevers,shelves including sup-ports,overhangs,etc also splays between floors and beam,etc |
| 30 | S & F mild steel TMT bars 10 mm dia over, cut to length, bent to shape required including cranckingbending spirally for hooping for columns hooking ends and binding with and including mile steel wire not less than 0.9 mm dia securing with clips in quality complete all as specifed and directed. |
| 31 | -ditto- all as per item No 39 here in before but 6mm to 8mm dia quality confirming complete all as specified and directed. |
