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| 1 | Demolition of brick work or stone/boulder masonry built in cement mortar or cement lime mortar incl all quoins,arches,pillars etc complete all as specified and directed by Engineer in charge. |
| 2 | M&L Pre cast cement concrete block type C1 in 1:3:6 Using 20 mm graded stone aggregate exc 10 CM in width and setting in CM 1:6 complete all as specified and directed by Engineer in charge. |
| 3 | S&F in repair galvanised iron rolling shutters 1.25 mm thick gear operated type with bevel gear box and crank handle including top hood cover,anchoring rod, hasp staple and erected complete including required PCC for hold fast and fixing complete all as specified and directed by Engineer in charge. |
| 4 | S & F safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and directed by Engineer in charge. |
| 5 | S &F ball bearing for rolling shutters complete all as specified and directed by Engineer in charge. |
| 6 | M&L for 2 coats of synthetic enamel paint including red oxide primer and preparation of new steel surfaces of any description exc 10cm in width or girth complete all as specified and directed by Engineer in charge. |
| 7 | M&L preparation of old treated Steel surfaces of any description not otherwise described over 10 cm width or girth and applying one coats of synthetic enamel paint complet all as specified and directed by Engineer in charge. |
| 8 | Dismantling of Asbestos cement (corrugated, semi coorugated etc) sheets including ridges in roofing complete all as specified and directed by Engineer in charge. |
| 9 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering fixed with self tapping screws complete all as specified and directed by Engineer in charge. |
| 10 | S&F Pre-painted galvalume aluminium zinc coating GI based plain/corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in ridge/ valley gutter/chajjas etc fixed with self tapping screws complete all as specified and directed by Engineer in charge. |
| 11 | Dismantling of wrought iron or mild steel work of any description, as in rafters, purlins and wind ties etc all as specified and directed by Engineer in charge. |
| 12 | M&L steel work in roof trusses (framed)trussed, posts, purlins, crane gantries rails and fastenings and heavy bracket framing (beam, tee, angle channel or flat sections ) including distance pieces cleats etc Fe-410 W (Gde - E-250) quality A complete all as specified and directed by Engineer in charge. |
| 13 | M&L preparation of old untreated Steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome complete all as specified and directed by Engineer in charge. |
| 14 | Taking down Doors chowkat or frame n exc 1.5 Sqm but with shutters (without taking off shutters from the frames) and removing out of site complete all as specified and directed by Engineer in charge. |
| 15 | Taking down chowkats or frames with shutters (without taking off shutters from the frame) each area exc 1.5 sqm but n.exc 4.0 sqm complete all as specified and directed by Engineer in charge. |
| 16 | S&F Solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube complete all as specified and directed by Engineer in charge. |
| 17 | S&F 2nd class hard wood in plain, solid, straight chowkats and frames, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue, pinned joints including necessary tarrying and sanding complete all as specified and directed by Engineer in charge. |
| 18 | S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing complete all as specified and directed by Engineer in charge. |
| 19 | S&F 35 mm thick 2nd class hard wood factory made plain framed, panelled shutter (any number of Panel) with lock rail and panel of 12 mm thick veneered particle board with commercial veneering on both faces,. The size of rail and styles as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer in charge. |
| 20 | M&L preparation of new untreated wooden surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer in charge. |
| 21 | S&F Aluminium, anodised, barrel tower bolts of extruded section and fixed 150mm complete all as specified and directed by Engineer in charge. |
| 22 | S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed 250 mm long complete all as specified and directed by Engineer in charge. |
| 23 | S&F in Aluminium handles, cast type, anodised 150mm long complete all as specified and directed by Engineer in charge. |
| 24 | S&F Floor door stopper of aluminium alloy body and tongue, anodised, 140 mm with hard drawn steel spring, fixed in floor complete all as specified and directed by Engineer in charge. |
| 25 | S & F 100mm Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21 complete all as specified and directed by Engineer in charge. |
| 26 | Taking down of cement plaster of any description on brick/stone walls or concrete surfaces etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer in charge. |
| 27 | M&L for rendering 10mm thick on fair faces of brickwork/stonework or concrete surfaces in CM 1:6 finishing the surface even and even smooth without using extra cement complete all as specified and directed by Engineer in charge. |
| 28 | M&L 15 mm thick rendering in in two layers 5mm thick inCM 1:4,over 10mm thick cement plaster in CM 1:6 on fair face of brick work/Stone work or concrete surface to be finished even and smooth without using extra cemen Including WPC compound 3% by weight of cement.(Note :a) Intergial WPC Compound shall be used in second layer,b) Intergial WPC shall be paid seperately on supply only complete all as specified and directed by Engineer in charge. |
| 29 | Supply only integral waterproofing compound complete all as specified and directed by Engineer in charge. |
| 30 | M&L for preparation of new plastered surface of wall and applying primer, two coat of oil bond distemper and 1 mm putty complete all as specified and directed by Engineer in charge. |
| 31 | M&L preparation of newly plastered surfaces of walls for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and directed by Engineer in charge. |
| 32 | Material and labour for complete removal of existing treatment from plastered or unplastered surfaces of walls including cleaning with scrapers, any number of coats and any width or girth etc, the area of application should be cleaned thoroughly, remove all dirt, dust and uneven elements from the surface by washing and scraping and all the unevenness in the surface should be corrected by filling the exterior wallcare putty, surface should be sanded down with fine grade sand paper for smoothness and applying one coat of exterior primer and 02 coats of Exterior Weather Coat Emulsion Paint of white or tinted shade(any colour) as per manufacturer instruction complete all as specified and directed by Engineer in charge. |
| 33 | Complete Removal of existing treatment on Internal wall and applying two coats of oil emulsion distemper & one coat primer and 1mm putty complete all as specified and directed by Engineer in charge. |
| 34 | S&F in powder coated aluminium fixed louvered ventilator, frame of section 63.5mm X 38.1mm X 1.01 mm or appropriate equivalent section with 4 mm thick figured/frosted sheet glass with rubber gasket,Aluminium wire mesh, handles, locking arrangement etc incl making good jambs, cills etc and including taking down old iron ventilator complete all as specified and directed by the Engr-in-Charge. |
| 35 | Removal of all loose/unsound/bad/damaged concrete or plaster existing RCC structure of slab/beams/walls/chajja by using chesel/hammar .Cut and remove unsound reinforcement bars, wires etc without damaging the sound reinforcement . clean loose rust from bars manually with brush . fixing new supplymentary bars if required,either by tying it with existing bars or by welding on it. Applying epoxy bonding agent and making good with polymer modified plaster/micro concrete as required thickness over a coat of rust removing alkaline primer and match the finishing to the existing surface in ground floor including formwork complete all as specified and directed by Engineer in charge. |
| 36 | Demolition of unreinforced concrete of any description & in any position not otherwise specifically provided and removing debris outside MD Land complete all as specified and directed by Engineer in charge. |
| 37 | M&L 75 mm thick Cement concrete type C-2, 1:3:6 (40 mm graded aggregate) as in plinth protection complete all as specified and directed by Engineer in charge. |
| 38 | M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggegate) as in copinges, plinth band, parapets, ralinges and outer wall upto 60 cm in height etc complete including necessary form work all specified and directed complete all as specified and directed by Engineer in charge. |
| 39 | M&L for 100 mm thick PCC 1:2:4, type B1(using 20 mm graded crushed stone aggregate ) as in flooring etc laying in alternate panels with broom finish complete all as specified and directed by Engineer in charge. |
| 40 | M &L for forming construction joint 30mm deep x 10mm wide filled with sealing compound grade 'A\\" complete all as specified and directed by Engineer in charge. Please Enable Macros to View BoQ information |
