PETTY REPAIR/DAY TO DAY MAINTENANCE WORKS INCLUDING REPAIR/REPLACEMENT TO JOINERY, PLUMBING, SANITARY, ROOF, PLASTERING AND OTHER ALLIED CONNECTED BLDG REPAIR WORKS IN MD-III ACCN OF AGE B/R-I OF GE (NORTH) AMBALA CANTT

Amount

Checking of joinery (wooden/steel) iron/aluminium mongery, pelmet box, door springs etc requiring carpentry work and carrying out minor repairs such as tightening of screws/nails, fixing glass panes, minor adjustment of joinery, door etc. including petty repairs material like screws/nails, plug etc. to make it functional complete all as specified and directed by Engineer-In-Charge. (Note : Any other items except mentioned in this item, if required, the same shall be measured and paid for separately under respective items)

Checking and attending to water leakage from taps, flushing cisterns, wash hand basins and other sanitary fittings/fixtures and any obstruction to water supply, requiring plumber work and carryout minor repairs such as replacement of washers, check nuts, tightening of fittings of flushing cistern etc including petty materials like washers of all sizes, thread(shoot), M-seal, screws, nails, check nuts to make water supply/ plumbing lines functional and leak proof complete all as specified and directed by Emgr-In-Charge. (Note : Any other items except mentioned in this item, if required, the same shall be measured and paid for separately under respective items)

Checking of floor, plinth, plaster etc requiring masonry work and carrying out minor repairs such as edges, patches etc, including petty repairs material like sand, cement & aggregate to make it functional complete all as specified and directed by Engineer-In-Charge. (Note : Any other items except mentioned in this item or major repair , if required, the same shall be measured and paid for separately under respective items)

Note for Item No. 1 to 3 :- (i) Contractor or his authorised rep will report daily at 0900 hrs and onwards at complaint cell for collection of complaints from the concerned JE's In charge and distribute all complaints/ detailing to his tradesmen, monitoring the work done and taking the complaint slip back from trademans on every working day, re-submit the same to JE's in charge after rectifying the complaint at complaint cell, failing which a recovery of Rs 1000/- per day shall immediately be effected from the contractor's dues in terms of conditions 25, 44 & 45 of IAFW-2249 (General Conditions of contracts). (ii) The complaint shall be attended & defect shall be rectified within 08 hrs i.e from 0900 hrs to 1700 hrs (excluding sunday & gazetted holiday), commencing from date and time of notifying the complaint slip failing which a penalty @ Rs.120/- per complaint per day (08 hrs) shall be levied upon/imposed on the contractor and necessary recovery shall be effected from his dues on this account. In case, after checking & attending the defects, if it is not possible to rectify the defect within 08 hrs, the fact shall be brought to the notice of Engr-in-Charge by the contractor/ his rep immediately and if Engineer-in-Charge is satisfied with the facts brought by the contractor, no recovery shall be made on this account. (iii) All T&P required for attending the complaints shall be provided by the contractor without any extra. (iv) The plumber shall always be in possession of die set complete with cutters, Pipe wrench, Chain wrench, Caulking tools, complete set of spanners and ladders etc. as required at site or will be arrange by contractor on site on own expenditure and deemed to be included uin quoted rates. (viii) The carpente shall always be in possession of all carpneter tools like hacksaw, screw driver, plainer, pliers, hammer, spanner, chisel, jack plane, tin cutter etc. as required at site or will be arrange by contractor on site on own expenditure and deemed to be included uin quoted rates. (v) The above all aspect shall be deemed to be included in the quoted rate of the respective item.

Cleaning of sewage line upto first man holes by any means and removing blockage of WC, EWC, Bathroom, floor trap of WHB/Kitchen pipe etc including first man hole complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge.

Removing of excavated material to a distance not exc 50 m and depositing at a level not exc 1.5 m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

S & F 150mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors in sewage line as in repair complete all as specified and as directed by the Engineer-in-Charge.

M & L concrete bed in PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate to drain pipes including packing under and haunching against the sides of pipes, after they are laid and tested for 150 mm dia (internal) pipes complete all as specified and as directed by the Engineer-in-Charge. (Pipes shall be measured & paid separately).

M & L taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge

M&L rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L rendering 5 mm thick on fair faces of brick work or concrete ceiling or chajjas surfaces in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L rough cast plaster complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:3 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of newly plastered surfaces of wall and applying two coats of cement based paint complete all as specified and as directed by the Engineer-in-Charge.

M&L preparing new plastered surfaces and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of newly plastered/ unplastered surfaces of celing and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.

Dismantling of brick work in walls/ manholes built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engr-in-charge.

M&L for brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius as walls/manholes built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L for brick work using old servicable bricks obtained from dismantling of bricks (serial item No 19) including removing motar, cleaning the bricks with water, etc. straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate) as in fixing of hold fasts, copings, bed plates,kerbs or mud stops, lintels upto 1.50m span, plinth courses , seismic and other bands and the like, finished the surface fair and even, including necessary form work complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete (reinforced) in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work including cutting of steel reinforcement as required to facilitate demolition and removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for providing reinforced cement concrete 1:2:4 type B1 (using 20mm graded mechanically crushed stone aggregate) as in chajjas etc. complete all as specified and as directed by the Engineer-in-Charge.

Use and waste form work chulla hoods, chajjas, troughs and similar items including edges for fair finished surface of concrete, complete all as specified and as directed by the Engineer-in-Charge.

M & L precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete with joints to match, except blocks or slabs complete all as specified and as directed by the Engineer-in-Charge.

M&L TMT mild steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing servicable tiles to store and rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge.

M&L glazed ceramic coloured tiles premium/1st quality in vertical surfaces/skirtings/dados of size 300x600 x7mm/ 450x 350x7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L Non Skid coloured ceramic tiles premium/1st quality 7 to 8 mm thick, (Square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and inculding 15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L Non Skid coloured ceramic tiles premium/1st quality of same description as of floor tiles in serial item No 29 above but 150mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L Non Skid coloured ceramic tiles premium/1st quality 7 to 8 mm thick, (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and inculding 15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L Non Skid coloured ceramic tiles premium/1st quality of same description as of floor tiles in serial item No 31 above but 150mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M & L 16 to 18 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete in ground floor and pavings not exceeding 15cm thickness (below or above ground level) and removal the rubbish/ demolished material outside defence land, complete all as specified and directed.

M & L providing 100 mm thick cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub base complete all as specified and as directed by the Engineer-in-Charge.

M & L 25 mm thick PCC 1:2:4, type B1 using 20mm graded crushed stone aggregate as in sub base of floor and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M & L providing 75 mm thick cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge.

M & L roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc and applying neat cement slurry with 3.0 kg of cement per square metre complete all as specified and as directed by the Engineer-in-Charge.

M &L 10mm thick coloured paver tiles (Endura Tiles) of size 300 x 300mm in floors etc set and jointed in neat cment slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar 1 :4 ,complete all as specified and as directed by the Engineer-in-Charge.

Cutting chases to brick walls, pinning in making good to facing where required and pointing in CM 1:3 to edges of landing , steps , cills , sunshades, shelves , lintel etc. and cutting chases for concealed water tubing etc and making good cutting not exc 20 cm girth complete all as specified and as directed by the Engineer-in-Charge.

Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge.

Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge.

M & L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge.

M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge.

S & F 15mm bore fancy type cast copper alloy chromium plated stop valves with long shank and cup (concealed type), screwed down, high pressure with crutch handle, scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F 15mm bore cast copper alloy chromium plated angular stop valves, screwed down, high pressure with crutch or butterfly handle, scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F fancy type left hand operated swan neck pillar tap of 15mm bore, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F bib taps 15mm bore fancy type brass chromium plated capstan head with long body screwed down for iron pipe and fixed as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair PVC connections 15 mm size with PTMT nuts of length 600 mm complete all as specified and as directed by the Engineer-in-Charge.

S & F vitreous china wash hand basin white , flat back of size 550mmx400mm fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling chromium plated and 32 mm dia PVC waste pipe, etc. as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern) including brass chromium plated Jet spray with PVC pipe including plastic water closet seat cover white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device and complete accessories as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest complete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 10 litre capacity virgin polypropylene cistern, ISI marked, coloured at low level complete with PVC bend/flush pipe and making all connection including taking down existing high or low level unerviceable flushing cistern and making good the disturbed surface to match with the existing surface complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing as in repair grating doom 100 dia mild steel chromium plated complete all as specified and directed by Engineer-in-Charge.

S & F sinks with drainage board made out of stainless steel 1mm thick sheet for kitchen with plugs, PVC corrugated waste pipe, brass chromium plated coupling including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm with bowl size 405mm x 354mm x 203mm as in repair complete all as specified and as directed by the Engineer-in-Charge

S & F sinks without drainage board made out of stainless steel 1mm thick sheet for kitchen with plugs, PVC corrugated waste pipe, brass chromium plated coupling and wastes, including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 510mm x 430mm with bowl size 430mm x 380mm x 203mm as in repair complete all as specified and as directed by the Engineer-in-Charge

S&F kitchen plate rack of stainless steel sheet 1mm thickness size 900mm x 900mm x250mm and having weight not less than 5.00 Kg each as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply & fixing (in repair), sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide and 60cm long with chromium plated guard and railing , complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing plastic water closet seat cover, white closed pattern with recessed bottom, and cover and mild steel chromium plated or aluminised hinging device, as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F in repair 32 mm dia PVC waste pipe of standard length for wash hand basin / Kitchen sink etc complete all as specified and as directed by the Engineer-in-Charge.

M & L 75mm bore PVC (SWR) floor trap with grating including jointing with solvent cement including fixed in cement concrete as in repair complete all as specified and as directed by the Engineer-in-Charge

Supply and fixing 150mm x 150 mm size Salt-glazed stoneware gully trap square or round mouthed type 'P' setting and jointing to drain pipes in cement mortar 1:1, complete all as specified and as directed by the Engineer-in-Charge.

Demolition and breaking up drain pipes 75/110 mm dia, SGSW, AC, PVC, reinforced concrete pipe laid in trenches / floor or fixed to wall including fittings, complete all as specified and as directed by the Engineer-in-Charge.

S & F 50mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor or fixed to wall with suitable size clamps, screws etc complete all as specified and as directed by the Engineer-in-Charge.

S & F 50mm bore PVC (SWR) bends of any radius complete all as specified and as directed by the Engineer-in-Charge.

S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor complete all as specified and as directed by the Engineer-in-Charge.

S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed on wall, complete all as specified and as directed by the Engineer-in-Charge.

S&F PVC(SWR) bends of any radius, for 110mm bore pipes, with access doors, complete all as specified and as directed by the Engineer-in-Charge.

S&F 110mm bore PVC (SWR) juction single (Single T) equal are unequal with access doors, complete all as specified and as directed by the Engineer-in-Charge.

S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall or in floor complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing in repair, stack clamp out of 50mm x5mm flat iron 16mm dia round iron stays including bolt and nuts and securing ends of stays to walls or roof for 110mm bore pipe complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 15 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing in repair, water storage tank, 500 ltr capacity, HDPE triple layer, white coloured, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore, including taking down the unserviceable water tank of any description and removing from site complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing in repair, water storage tank, 1000 ltr capacity, HDPE triple layer, white coloured, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore, including taking down the unserviceable water tank of any description and removing from site complete all as specified and as directed by the Engineer-in-Charge.

S & F in repair, 20 mm dia ball brass valves, high pressure, with polythene float and fly nut complete, screwed for iron pipe or brass ferrule complete all as specified and as directed by the Engineer-in-Charge.

S & F in repair waste fittings, 32/40mm dia brass, chromium plated for sinks, basins, urinal, etc. with long screwed shanks and fly-nuts, complete all as specified and as directed by the Engineer-in-Charge.

S & F in repair internal fitting of 10 litre PVC flushing cistern complete including inlet ball valve float, lever or handle and rubber washer or gasket complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair PVC tank lid/cover suitable for capacity 500 litre and upto 1000 litre with and including locking arrangments such as nuts, bolts etc complete all as specified and as directed by the Engineer-in-Charge.

Taking down chowkats or frames area not exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engineer-in-Charge.

Taking down chowkats or frames area exceeding 1.50 Square meter and not exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engineer-in-Charge.

Taking down shutters of any description area exc 1.00 sqm and not exc 2.00 Sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-Charge

Taking down shutters of any description area exc 1.00 sqm and removing the same from site complete all as specified and as directed by the Engineer-in-Charge

Taking down and refixing in same opening of shutters of any description area exc 1.00 sqm including fittings complete all as specified and as directed by the Engineer-in-Charge

Taking down and refixing in same opening of shutters of any description area exc 1.00 sqm and not exc 2.00 Sqm each including fittings complete all as specified and as directed by the Engineer-in-Charge

M&L for rolled mild steel framed work as in chowkats of door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe-290-W (Gde E-165) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing factory made flush shutters 35 mm thick, solid core construction, with block board core and plywood face panels commercial type on both side with lipping/frame to match, ISI marked complete all as specified and as directed by the Engineer-in-Charge.

M&L factory made 35 mm thick 2nd class hard wood glazed and skeleton shutters,open rebated and prepared to receive glass , gauze etc. (without sash bars) ,edges of framing plain chamfered or rounded , fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge.

S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutter fabricated from following sections :- (a) ERW hollow P section of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leaf of T – section 20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf . (c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mm made from 1.25 mm thick MS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i) Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii) Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf. iii) MS tower bolt stove enamelled 150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf vi) Pintal hinges 12 x 75 mm - 2 Nos each leaf vii) 10mm square Guard bar @ 10 cm c/c welded to frame . (viii) Two coat of Synthetic enamel paint over one coat of red oxide primer. (ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter of window with flat iron 15 x 03 mm with steel screws . (x) 3mm thick sheet glass, ordinary quality and with oil putty in square n. exc 0.5 sqm in each pane fixed in glass shutter of window. (xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed. Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit. (ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above. (iii) The window upto 1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable. The window more than 1.00 metre width shall have two openable leaves on both outer side for gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type.

S&F box type using ERW hollow 'P' section ventilators fixed type with glazing bar including MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.

S & F solid PVC door frame of size 50mm x 47mm made out of 5mm prelam PVC sheet on single side used instead of plain colour PVC sheet reinforced with MS square tube, edges will be painted to match with prelam sheet and fixed in opening complete all as specified and as directed by the Engineer-in-Charge.

S&F factory made solid PVC moulded door shutters with partical board core 28 to 30 mm thick (styles) with 2, 4, or 6 raised panel design with 2 mm thick prelaminated moulded PVC sheet on the front face and 2mm thick plain colour PVC sheet on back face fixing in frame at site as per specification and drawing complete all as specified and as directed by the Engineer-in-Charge.

M & L PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in holdfasts complete all as specified and as directed by the Engineer-in-Charge.

S & F butt hinges 100mm long of mild steel cold rolled, medium weight, ISI marked complete all as specified. and as directed by the Engineer-in-Charge.

S&F 200 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.

S&F 150 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.

S&F 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing floor door stopper of aluminium alloy body and tongue, anodized with hard drawn steel spring, overall length of cover plate 150 mm, ISI marked complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing mild steel helical door spring, 200 mm long, fixed to wooden chowkats or welded to angle iron/ steel door frames complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 300mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F 100 mm long aluminium handle cast type anodised as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair butt hinges 100mm long of mild steel cold rolled, medium weight, ISI marked fixed with screws to wooden chowkats or welding to angle iron/steel door frame complete all as specified. and as directed by the Engineer-in-Charge.

S&F as in repair 150 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing as in repair 300mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter as in repair complete all as specified and as directed by the Engineer-in-Charge.

M&L for welding in repair to grill, guard bars, hinges to door/ window chowkats, steel windows, or similar nature of work, etc. complete all as specified and directed by Engr-in-charge. Note- Welding machine, rods, etc. required for complition of work shall be provided by the contractor. Length and thickness of welding shall be as directed by EIC.

Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds and steel window frame glazed with putty or fixed with beads complete all as specified and as directed by the Engineer-in-Charge.

M & L sheet glass 3.0mm thick ordinary quality and glazing with oil putty to steel window and with wooden beads to wooden shutters in square not exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge

M & L for frosted glass 3.0mm thick ordinary quality and glazing with oil putty to steel window and with wooden beads to wooden shutters in square not exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge

S&F galvanised mild steel wire cloths 0.56 mm nominal dia of wire and average width of aperature 1.18 mm and fixed with tinned tack or galvanised wire staple complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repair galvanised mild steel wire cloths 0.56 mm nominal dia of wire and average width of aperature 1.18 mm and fixed with tinned tack or galvanised wire staple complete all as specified and as directed by the Engineer-in-Charge.

S&F mild steel 300 mm ordinary rat tail rod pattern springs including roller and roller plate etc as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair stainless steel curtain rod 25mm dia having wall thickness 1.6mm fixed with and including stainless steel decorative brackets, two lotto for each road length at both end etc complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new 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 as directed by the Engineer-in-Charge.

M&L preparation of new 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 primer complete all as specified and as directed by the Engineer-in-Charge.

M&L PCC 1:5:10 type E-2, using 40 mm graded crushed stone aggregate as in filling in sunken floor, rounded or chamfered on edges complete all as specified.as directed by the Engineer-in-Charge.

M&L providing sunken floor water proofing treatment comprising of the following :- (a) Scrapping the surface with wire brush and cleaning with water and allow to dry. (b) Applying cement slurry @ 1.2 kg/sqm duly mixed with water proofing compound @ 2% by weight of cement or as per manufacturer's instructions. (c) 15 mm thick cement plaster in CM 1:3 mixed with water proofing compound @ 2% by weight of cement or as per manufacturer instruction ( the corners will be made round in concave shape) and finished even and fair without using extra cement. (d) Applying cement slurry @ 1.2 kg/sqm duly mixed with water proofing compound @ 2% by weight of cement or as per manufacturer's instruction. (e) Applying one coat of hot blown bitumen grade 85/25 confirming to IS-702 @1.20kg/sqm (f) Providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt using butane gas torch and ceiling all joints. (g) Applying one coat of hot blown bitumen grade 85/25 confirming to IS-702 @1.20kg/sqm.

S&F 1 mm thick mild steel plain black sheet in wall cladding, steel gates and similar work cut to size, holes punched, including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up mitred angles etc as required, complete all as specified and as directed by the Engineer-in-Charge.

M&L 16 to 18 mm thick prelaminated particle board exterier grade (grade-1) confirming IS 14587, fixed with screw for kitchen cupboard and cabinet ,shelves for cupboard , frame with door if required including 6mm thick 2nd class hardwood leeping patti on cut edge of boards as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F Continuous (piano) hinges, width of flaps 30mm mild steel, bright finish or electro galvanised complete all as specified and as directed by the Engineer-in-Charge.

S&F 100 mm long stainless fancy typesteel handle, cast type anodised as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F magnet catcher fixed in cabnet shutter (one portion) and wooden frame (other portion) with screw complete all as specified and as directed by the Engineer-in-Charge.

Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and as directed by the Engineer-in-Charge.

S & F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick having zinc coating 150 gm per sqm (Az 150) of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.

S & F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa having zinc coating 150gm per sqm (Az 150) coating as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.

Dismantling Brick tiles or terracing tiles, single layer on roofs complete all as specified and as directed by the Engineer-in-Charge.

Demolition of mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) complete all as specified and as directed by the Engineer-in-Charge.

M & L providing cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in roof kerbs, mud stops, padding on roof and finished even and smooth without using extra cement including form work where ever required complete all as specified and as directed by the Engineer-in-Charge.

Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature and viscosity 70-160 cps over the primer coat with overlap of 100mm at the side and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture's instructions . The vital physical and chemical parameters of the membrane shall be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrate at 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane only complete all as specified and as directed by the Engineer-in-Charge.

M & L cement concrete tiles 25 cm x 25cm x 20 mm thick, machine pressed laid on screed bed and joints grouted flush in CM (1:3) mixed with 5% crude oil by weight of cement including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of walls, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of cement base paint on the walls, pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of walls, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of oil bound distemper with painting roller complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of ceiling, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of white lime wash complete all as specified and as directed by the Engineer-in-Charge.

M & L preparation of old painted wooden surfaces of any description, not otherwise discribed, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.

M & L preparation of old painted steel and iron surfaces of any description, not otherwise discribed over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.

M & L complete removal of existing treatment on walls, pillars, cornices etc (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of cement base paint complete all as specified and as directed by the Engineer-in-Charge

Material and labour for complete removal of existing treatment on surfaces of wall by using appropriate technique as approved by Engr-in-charge for complete removal of all layers of old treatment and reaching upto old plastered surface and applying two coats of oil bound distemper with hand roller, over a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.

M & L complete removal of existing treatment on ceiling, pillars, cornices etc (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge

M&L for Cleaning and removing all scale and dirt etc from PVC/RCC tanks and mouths of circulating pipe of capacity up to and including 500 litre capacity & writing on the tank with synthetic enamel paint not less than 70mm long and 2mm wide of words in shape like cleaned on : 15.06.2018 complete all as specified and as directed by the Engineer-in-Charge. NOTE :- unit rate shall be included to make small fittings such as elbow, socket, reducer, tee, union etc complete all as specified and as directed by the Engineer-in-Charge.

S&F medium grade GI tubing of size 40mm dia as in spouts complete all as specified and as directed by Engineer-in-Charge

RONKI RAM AND COMPANY

Durga Enterprises