Repair to roof ceilling flooring plastering toilets and other Misc B/R items in certain OTM and MD Accn under AGE B/R-II, GE(AF) No2 Jodhpur

Amount

Taking down chowkats or frames with shutters (without taking off shutters from the frames) not exceeding 1.5 sqm each or as directed by Engineer-in-Charge

Taking down chowkats or frames with shutters (without taking off shutters from the frames) exc 1.5 sqm but not exc 4 sqm each as directed by Engineer-in-Charge

Taking down shutters of any description exc 1 sqm and n exc 2 sqm as directed by Engineer-in-Charge

Taking up or down steel tubing 15mm bore and connections including cleaning for refixing or removing from site to store complete as directed by Engineer-in-Charge.

Taking up or down steel tubing 20 mm bore and connections including cleaning for refixing or removing from site to store complete.

Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) and removing from site all as specified and directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing from site and rubbish off the premises as directed by Engineer-in-Charge

M&L for preparation of old plastered or unplastered surfaces of walls and applying one coat of white wash as directed by Engineer-in-Charge

M&L for preparation of old plastered or unplastered surfaces of ceiling and applying one coat of white wash as directed by Engineer-in-Charge

M&L for preparation of old plastered or unplastered surfaces of walls and applying two coats of oil emulsion distemper white or tinted including removing existing nails, if any, any Nos and filling the disturbed surface/holes making smooth surface as directed by Engineer-in-Charge

M&L for preparation of old surface of walls and applying two coats of cement base paint complete all as specified and all as directed.

M&L for complete removal of existing treatment surface of walls and applying two coats of wheather proof exterior emulsion paint over a coat of primer complete all as specified and all as directed

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

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

M&L for preparation of new plastered or unplastered surfaces of walls applying two coats of cement base paint, white or tinted, all as specified and as directed by Engineer-in-Charge.

M&L for preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described priming with red oxide and applying two coats of synthetic enamel paint as directed by Engineer-in-Charge

M&L for preparation of new wooden surfaces of any description, over 10 cm in width or girth, not otherwise described priming coat with pink primer and applying two coats of synthetic enamel paint as directed by Engineer-in-Charge

S&F factory made steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stay complete with glazing bars dovetailed or welded as directed by Engineer-in-Charge

S&F factory made steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stay complete without glazing bars as directed by Engineer-in-Charge .

M&L powder coated anodised aluminium frame for doors, windows, louver type ventilators including rotating type fixing arrangement for fixing of louver glass joining cleat for fixing etc complete and all as specified.

S&F 35 mm thick factory made , second class hard wood plain framed panelled shutter (two panel with lock rail and panel of 9 mm BWP commericasl ply or 12 mm veneered particle board with commercial veneering on both face .The size of rail and stile as per IS: 1003 (Part-1) kiln seasoned and chemically pressure treated as directed by Engineer-in-Charge

S&F 35 mm thick factory made , second class hard wood 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 sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24 (a) supplied and fitted to chowkats as directed by Engineer-in-Charge

S&F solid PVC door frame of size 50mm x 47mm made out of 5 mm plain colour PVC sheet reinforced with M.S. square tube, as directed by Engineer-in-Charge.

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 20 mm width struck 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, and fixing in the frame at site as per specification & drawing as directed by Engineer-in-Charge

S&F 200 mm long aluminium, anodized, barrel tower bolts of extruded section and fixed as directed by Engineer-in-Charge

S&F 300 mm long aluminium alloy anodized silding door bolt with hasp staple (bolt type ) and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts and sliding bolts of extruded sections or casr aluminium alloy as directed by Engineer-in-Charge

S&F for 100 mm long butt hinges, stainless steel as directed by Engineer-in-Charge

S&F for 100 mm long butt hinges, MS as directed by Engineer-in-Charge

S&F aluminium handles, cast type, anodized, of size 150mm as directed by Engineer-in-Charge.

S&F galvanised mild steel wire cloth, 0.56 nominal dia of wire and average width of aperture 1.00 mm and fixed with tinned tacks or galvanised wire staples as directed by Engineer-in-Charge

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

S&F floor door stopper, with 150 mm long cover plate, of aluminium alloy body and tongue, anodized, with hard drawn steel spring, fixed in floor as directed by Engineer-in-Charge.

Resecuring or easing & adjusting without taking down shutters of any description exc 1 sqm and n exc 2 sqm each as directed by Engineer-in-Charge

S&F in repairs aluminium handles, cast type, anodized, of size 150mm as directed by Engineer-in-Charge.

S&F in repairs 300 mm long aluminium alloy anodized silding door bolt with hasp staple (bolt type ) and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts and sliding bolts of extruded sections or cast aluminium alloy

S&F in repairs 200 mm long aluminium, anodized, barrel tower bolts of extruded section and fixed as directed by Engineer-in-Charge.

Welding in repairs exc 2.5 cm & n exc 5 cm in length & thickness of metal n.exc 6 mm all as specified and directed by Engr-in-charge

S&F in repair galvanised mild steel wire cloth, 0.56 nominal dia of wire and average width of aperture 1.00 mm and fixed with tinned tacks or galvanised wire staples as directed by Engineer-in-Charge

S&F in repair Stainless steel SS-304 grade curtain rod with and including stainless steel fixing brackets , fency end cap, stops rollers etc complete all as directed by Engr-in-charge

M&L for hacking out old broken glass (any thickness, size, quality or description) from metal frame glazed with putty including punching or drilling out old glazing pin/spring, clips and providing new ones as directed by Engineer-in-Charge.

S&F sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden beads supplied with shutters in square n.exc. 0.5 sqm in each pane as directed by Engineer-in-Charge.

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

S&F in repair CP grating 100 mm dia all as specified and as directed.

S&F in repairs stainless steel plate rack 0.56mm thick of standard pattern of size 750x600x250 mm complete as directed by Engineer-in-Charge

S&F Brass handles , cast type polished bright of size 75 mm complete all as specified and directed

S&F stainless steel hinges ,bright and polished and fixed of size 75 mm .

S&F ball catches with 8 mm dia steel ball and brass body and striking plate including letting in and fixed as directed by Engineer-in-Charge

S&F cupboard shutters of required sizes at site made out of 18mm thick WPC laminated board with decorative teak face density not less than 650 Kg/cum all the edges shall be covered with 2 mm thick edge beading tape or 90 degree edge bend finish as per make and specification & the panels shall be fabricated using adhesive and screws where required complete all as specified. Make :- Rajshree or equivalent.

S&F 18mm thick WPC plain board of required size in cupboards and similar works density not less than 650 Kg/cum all the edges shall be covered with 2 mm thick edge beading tape or 90 degree edge bend finish as per make and specification & the panels shall be fabricated using adhesive and screws where required complete all as specified. Make :- Rajshree or equivalent.

S&F in repairs 15 mm bore bib taps, cast copper alloy, chromium plated, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule as directed by Engineer-in-Charge.

S&F in repairs, 15 mm bore stop valve, fancy type, chromium plated with long shank and cup , screwed down, high pressure with crutch or butter fly handle, screwed both ends for iron pipe or for unions as directed by Engineer-in-Charge.

S&F 15 mm bore stop valve, fancy type, chromium plated with long shank and cup (concealed type), screwed down, high pressure with crutch or butter fly handle, screwed both ends for iron pipe or for unions as directed by Engineer-in-Charge.

S&F in repairs 20 mm dia gun metal globe or gate valve with iron wheel head screwed both ends for iron pipes as directed by Engineer-in-Charge

S&F in repair brass chromium plated shower rose of 125 mm size with swivel joint including fixing to steel pipe or union as directed by Engineer-in-Charge.

S&F in repairs PVC connection 15 mm size with nuts of length 450 mm as directed by Engineer-in-Charge.

S&F in repairs vitreous china wash basin, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets or erecting stand, brass chromium plated perforated waste coupling/ fittings 32 mm dia with long screwed shanks and fly nuts, flange end bedded in red lead cement and other end fixed and PVC waste pipe of 32mm bore and of suitable length, 15mm bore pillar tap, cast copper alloy with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot’ or ‘Cold’ with long screwed shanks and fly nuts, screwed for iron pipe PVC connection 15 mm size with nuts of length 450 mm.complete all as specified and as directed by Engineer-in-Charge

S&F in repairs vitreous china squatting pan, ‘Orissa’ pattern, size 580 mm x 440 mm, white with integral foot rests, including PVC 'P' trap, embedded and set in PCC 1:5:10 type E-2 and making good to floor including removing rubbish and as directed by Engineer-in-Charge.

S&F in repairs PVC valveless, syphonic action type, flushing cistern, low level, 10 litres capacity, white, with inlet, ball valve, float and handle including brackets all as directed by Engr-in-charge.

S&F in repair sink with drainage board made of stainless steel 1.00mm thick kitchen or laboratory with plugs, washers and wastes, including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915 mm x 460 mm, bowl size 410mm x 330 mm x 160 mm and PVC waste pipe of 32mm bore and of suitable length, all as directed by Engr-in-charge

S&F 500 litres capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top), hoisted and fixed in position all as specified in SSR Part-I, connecting up pipes including 20 mm bore plastic ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic plastic ball screwed for iron pipe and fixed. (Minimum weight of ball valve - 210 gms) as directed by Engineer-in-Charge

Supply and laying 15mm bore tubes, galvainzed steel, medium grade, with all fittings and fixed complete on walls (concealed type) and ceilings or laid in floors all as specified and directed.

Supply and laying 20 mm bore tubes, galvainzed steel, medium grade, with all fittings and fixed complete on walls and ceilings or laid in floors all as specified and directed.

S&F in repair for PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints laid in trenches or in floors as directed by Engineer-in-Charge

S&F in repair for PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints fixed in walls as directed by Engineer-in-Charge

S&F in repair for PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints laid in trenches or in floors as directed by Engineer-in-Charge

S&F in repair for PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints but fixed in walls as directed by Engineer-in-Charge

S&F in repair for PVC (SWR), junction single, (Single T) with door 110 mm dia equal or unequal as directed by Engineer-in-Charge

All as per item No.68.00 ,but 75 mm dia as directed by Engineer-in-Charge.

S&F in repair for PVC (SWR) door bends 110 mm dia as directed by Engineer-in-Charge

All as per item No.71.00,but 75 mm dia as directed by Engineer-in-Charge.

S&F in repair for PVC (SWR) Cowl 110 mm dia as directed by Engineer-in-Charge

S&F in repair for PVC (SWR), 75mm dia of floor trap, with grating including jointing with solvent cement and complete and as directed by Engineer-in-Charge.

Wire brushing and cleaning top surfaces of tarrace or cement concrete including dismantling existing old roof treatment and junction of parapets as directed by Engineer-in-Charge

M&L10 mm thick screed bed with CM 1:4 with water proofing compound @ 3% by weight of cement finish even and smooth surfaces using without extra cement over 25 mm thick cement concrete type B-1 (20 mm graded aggregate) as padding . Water proofing compound shall be measured and paid seperately as directed by Engineer-in-Charge

M/L for providing APP based polymeric membrane minium weighting 3 Kg/Sqm and minimum 3mm thick reinforced with polyster non wave fabric ( weight not less than 150 gms/sqm ) primer @ 0.5 kg/sqm by torch application and complete all as specified and as directed by Engr-In-Charge.( Note : Quoted rate shall be deemed to be included for work in building/structure of any height) overlapped by 100 mm in all sides as directed by Engr-in-Charge

Supply only integral water proofing compound ISI marked as directed by Engineer-in-Charge

M&L for water proofing treatment of sunken floor of WCs bathroom etc by applying of the following specifiaction:-(i) Cleaning of sunken floor surface with mechanical means i.e wire brush/air blower etc and remove all loose/unsound material dirt dust etc. (ii)Applying cement slurry mixed with acrylic based polymer modified cementious composite compund coating Hydroproof Xtra of FOSROC /Equivalent of Dr Fixit of Pidilite industries Ltd in the ratio 1:2:4 (one part of acrylic polymer : two part of water and four partof cement) (iiii) First layer of cement slurry @0.444 kg /sqm mixed with acrylic based modified cementious composite compund @0.222 litre/sqm and allow it to air dry for 4 hour. (iv) Second layer of cement slurry @0.222 kg /sqm mixed with acrylic based dified cementious composite compound @0.111 litre/sqm and allow it to air dry for 4 hour followed with water curing for 48 hours (v) 200 micron thick polytgen film shall be pasted with help of adhesive over treatment . Note:- Joints of WC/Trap/Soil waste shall be prperly sealed with sealing compund . Testing of all traps and joints and sunken slab shall be done as per IS-1742 before filling and tiling work as directed by Engineer-in-Charge.

M&L for plain cement conrete 1:5:10 type E-2 (using 20 mm graded broken bricks aggregate ) as in foundation and mass concrete complet all as specified and as directed by Engineer-in-Charge

M&L for 25 mm thick PCC 1:2:4 type B-0 using 12.5 mm graded stone aggregate in sub floors as directed by Engineer-in-Charge.

Supply and laying 32 mm bore tubes, galvainzed steel, medium grade, with all fittings and fixed complete on walls and ceilings or laid in floors all as specified and directed.

M&L for joint free non skid ceramic tiles, coloured, 7 to 8 mm thick in floors etc. area of each tile exc. 0.06 sqm but n. exc. 0.11 sqm, set & jointed in neat cement slurry & pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1:6 as directed by Engineer-in-Charge

M&L for glazed ceramic tiles, coloured, 450x300x7mm thick on vertical surfaces such as skirtings, dados and risers to steps etc, set & jointed in neat cement slurry & pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 on stone or brick masonry surfaces as directed by Engineer-in-Charge.

M&L for vitrified cermaic tiles 10 mm thick area of each tiles not less than 0.36 sqm in floors etc set & jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed or bedding layer in CM 1;6 as directed by Engineer-in-Charge

All as per item no. 84.00 above but on vertical surfaces such as dados skirting and risers to step set & jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick renedering in CM 1:4 on stone masonary surfacesas directed by Engineer-in-Charge

M&L for granite (of any type ) tiles 20 mm thick machine cut in skirting /dado over and including 10 mm thick rendering in CM 1:4 on stone masonry surfaces jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and as directed by Engineer-in-Charge

S&F figured glass pin head type 4 mm thick, fixed as louvers in ventilators supplied square n.exc. 0.5 sqm in each pane as directed by Engineer-in-Charge.

S&F pressed steel frames for doors with one or more rebates including necessary fixing lugs hinges lock strike plate etc for 125 X60 mm complete & fixing also as specified supplied and fixed and as directed by Engineer-in-Charge

S&F pressed steel frames for doors with one or more rebates including necessary fixing lugs hinges lock strike plate etc for 105 X60 mm complete & fixing also as specified supplied and fixed and as directed by Engineer-in-Charge

Dismantling asbestos cement (corrugated semicorrugatedetc ) sheets in roof covering

Dismantling structural steel work or wooden framed truss n exc 10 m complete all as specified and directed

Demolition of stone masonary built in cement mortar of any description and in any position not otherwise specifically provided for all as specified.

M&L for Walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar1:6 all as specified and directed

M&L for Walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar1:6 but except stone all as specified and directed

M&lLfor raised pointing to , to squared rubble masonry, coursed or uncoursed cement mortar 1:3 all as specified and directed .

M&L for MS steel work in tubular posts , trusses, including plates , special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161 1979 grade st -240 all as specified and directed

M&L for structural steel work grade Fe-410 W (Gde E-250) quality -B in , purlins , cranes gantries ,rails and fastening and heavy bracket framing (beam ,tee, angle ,channel or flat sections 0 including distance pieces , cleats etc all as specified and directed

S&F pre-painted galvalumne aluminium zinc coating GI based corrugated steel sheet 0.5 mm thick of any colour having tensile strenght of 550 Mpa as in roof covering /cladding to wall fixed with self screws as specified

S&F pre-painted galvalumne aluminium zinc coating GI based plain sheet 0.5 mm thick of any colour having tensile strenght of 550 Mpa as in plain ridge fixed with self screws as specified

M&L for 75 mm thick plain Cement concrete for plinth protection type C-1 1:3:6 (20mm gradedaggregate) as in hardstanding /pavement all as specified and directed

M & L 100 mm thick PCC 1:4:8 type D2 ( Using 40 mm graded stone aggregate) as in sub base complete all as specified and directed.

Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade made in rubber mould/ruberised type with gray cement and pigment.

Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

M&L for rendering 15 mm thick in CM 1:4 on stone masonry surfaces finished even and smooth without using extra cement.

M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate in cills, steps, bands, copings, surface channels bed plates, blocks for inserting hold fasts etc. and the like including weathering, slightly rounded or chamfered angles and throating as directed.

M&L for Jodhpur stone roof slabs, self faced 7.5 cm to 10 cm thick, 25 cm to 35 cm wide, hoisted and set, jointed and grouted in cement mortar 1:3 complete as in manhole cover and soak pit.

Demolition and breaking up drain pipes, 150 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) (internal dia) set in cement mortar including haunching and bed concrete.

M&L for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of size 150 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested.

M&L for salt glazed stone ware drain pipes of 150 mm internal dia, grade `A’ ISI marked laid to slope in trenches, jointed in CM 1:1 and tested complete all as specified and as directed.

Dismantling wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets and complete all as specified and directed by Engr-in-Charge

Fixing in repair anodised aluminium snap grid for false ceiling fixed or laid/inserted to timber/GI aluminium framework with screws and complete all as specified and directed by Engr-in-Charge

S&F in repair for power coated Anodised aluminium snap grid frame work for false ceiling size of grid 605x605 including hanging wire mm all as specified.

S&F for 4 mm thick non asbestos fibre cement building boards ,60x60 cm in size, fixed on snap grid false ceiling fixing at site and complete all as specified and directed by Engr-in-Charge.

Fixing only 4 mm thick non asbestos fibre cement building boards ,60x60 cm in size, fixed on snap grid false ceiling fixing at site height upto 10 mtr and complete all as specified and directed by Engr-in-Charge.

M&L upto 6 m height from ground including neccessary suttering and form work for applying 10mm thick bonding coat of modified styrene butadiene emulsion (SBR bonding agent i.e. Nitobond SBR 45) in proportion 1 (Nitobond SBR 45) : 1(water) : 3 (OPC) by volume with the brushes etc to bind new cement plaster/ polymer modified plaster/ concrete/ screed concrete with old surface including removal of loose / disintegrated old concrete / plaster surface preparaion etc and applying RCC (1:1.5:3) OR 15 mm thick plaster with polymer modified mortar fortified with SBR (Nitobond SBR 45 ) in proportion 1:3 by weight 5 litres Nit bond SBR 45 to added to 50 KG Cement with 13 litre water addition, finished surface to match with existing surface of ceiling, beams, chajja and alike complete all as specified & directed.

Bansal Enterprises

Rajendra Engineering Works

M/S BUDHRAM BISHNOI

M/S SUA DEVI