REPAIR/MAINT OF VARIOUS AC PLANT BLDGS AND PERIODICAL SERVICES OF OH TANK IN THE AREA OF AGE E/M EXT (W/S) UNDER GE (E/M) LUCKNOW

Amount

Taking down Chowkhats with shutters without taking of shutter from the frame of any description not exceeding 1.50 Sq. m each, and making good the disturbed Surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.

Taking down Chowkhats with shutters without taking of shutter from the frame of any description exceeding 1.50 Sq. m but not exceeding 4.00 Sq. m each, and making good the disturbed surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.

Taking down shutters of any description not exceeding 1 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge.

Taking down shutters of any description exceeding 1 Sq. m but not exceeding 2 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge.

Plain, solid, straight chowkats and frames in 2nd class Hard wood wrought framed, rebated on the solid, rounded or chamfered put together with glue pinned joints ,complete all as specified and directed by Engineer-in- Charge.

Band straps, supports ,Wind ties for stay securing bolts, posts & struts in fencing including cutting cutting tops to shape as directed, drilling holes, notching for wire, etc and similar work conforming to Fe-290 Gde E-165 , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate for fixing of hold fast and making good ,complete all as specified and directed by Engineer-in- Charge.

Factory made solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing on Page 160 of SSR Pt-II ,complete all as specified and directed by the Engineer in Charge.

Factory made solid PVC moulded door shutter 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick moulded PVC sheet on the front face & 2mm plain colour PVC sheet on back face, with wood free EPS, supplying and fixing in frame at site as per specification and drawings shown in section 8 of SSR part -II ,complete all as specified and directed by Engineer-in- Charge.

35 mm thick (Batten thickness) 2nd class hardwood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (with sash bars), edges of framing plain, but divided into squares, with plain,chamfered or rounded,mitred and rebated sash bars,any numbers if windows,ventilators, etc. are provided with stiles and rails as specified in SSR Part I, Section 8 clause 8.24(b) , complete all as specified and directed by the Engineer in Charge.

30 mm thick (Batten thickness) 2nd class hardwood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (with sash bars), edges of framing plain, but divided into squares, with plain,chamfered or rounded,mitred and rebated sash bars,any numbers if windows,ventilators, etc. are provided with stiles and rails as specified in SSR Part I, Section 8 clause 8.24(b) , complete all as specified and directed by the Engineer in Charge.

Factory made flush shutters 35 mm thick, 2nd class hard wood open rebated and prepared are provided with sytle and rails edges of framing plain, chamfered or rounded fitted with cut , complete all as specified and directed by the Engineer in Charge.

Butt hinges 100 mm size ,extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed type B21 ,complete all as specified and directed by the Engineer in Charge.

Butt hinges medium weight (ISI Marked) cold rolled mild steel and fixed of size of hinges 75 mm ,complete all as specified and directed by the Engineer in Charge.

Extruded aluminium alloy handles of size 125 mm, fabricated type anodized ,complete all as specified and directed by Engineer-in- Charge.

Aluminium alloy handles of size 100 mm, cast type anodized ,complete all as specified and directed by Engineer-in- Charge.

Aluminum anodizes barrel tower bolts of extuded section and fixed of 200 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge

Aluminum anodizes barrel tower bolts of extuded section and fixed of 100 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge

Aluminum alloy, anodized, 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 aluminum alloy and fixed length of bolt 250mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) , complete all as specified and directed by Engineer-in-Charge.

Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery ,complete all as specified and directed by Engineer-in- Charge.

Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

Preparation of new wooden surfaces of any description, exceeding 10 cm width or girth of any description and applying two coats of synthetic enamel paint over one coat of pink primer , complete all as specified and directed by Engineer-in-charge.

Floor door stopper 150 mm of aluminium alloy body and tonge,anodised with hard drawn steel spring fixed as in repair , complete all as specified and directed by Engineer -in-charge.

Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.

Figured glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.

Plain cement concrete (1:2:4), type B-2, using 40 mm graded mechanically crushed stone aggregates 75mm thick as in sub base/paving ,foundations, filling and mass concretein and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness(below or above ground level), complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:5:10), type E-2, using 40 mm graded mechanically crushed stone aggregates 100mm thick as in sub base/paving ,foundations, filling and mass concretein and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness(below or above ground level), complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in foundations, filling and mass concrete in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness(below or above ground level), complete all as specified and directed by the Engineer in Charge.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.16 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles, including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

Vitrified ceramic tiles 10mm thick (square/ractangular) Coloured polished tiles, area of each tile not exceeding 0.38 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles, including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

First quality glazed ceramic coloured tiles of 350x250x7/450x350x7 mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

Coloured/designed as approved wall tiles (duracretes) 8 to 10 mm thick area of each tile exc 0.09 sqm but n.exc 0.16 sq m in vertical surface set and jointed in neat cement slurry and pointed in white/colured cement and pigment to match over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles, including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.

Chequered cement concrete coloured tiles 20 cmx20cmx20 mm thick with coloured cement and no pigment , set, jointed and pointed in neat cement slurry over and including 20mm thick screed bed in CM 1:4 as in floors including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in coping,padding and bed block, wall through and the like including weathering slightly rounded or chamfered angles and throating including necessary form work ,complete all as specified and directed by the Engineer in Charge.

Water proofing treatment on roof surfaces in the following manner:- (a) Demolition of existing roof treatment of any type and any thickness (b)15 mm thick plaster (1:4) in cement sand mortar using in and including integral water proofing compound 3 % by weight of cement . (c) The surfaces shall be painted with hot bitumen grade 30/40 confirming to IS-73 @ 1.20 kg/sqm over a coat of bituminous primer conforming to IS-3384 @ 0.30 ltr/sqm. (d) 3 mm thick APP water proofing membrane reinforced with non woven polyster matt laid using butane torch by torch on application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3.5 kg/sqm. (e) 230X115X40 mm thick machine pressed brick tiles with minimum thickness of joint (n.exc.) & are throughly filled with water proof polymer based joint mortar over 20 mm thick CM 1:3, complete all as specified and directed by Engineer-in- Charge.

Brickwork with Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757), straight or curved on plan exceeding 6.0 m mean radius built in cement sand mortar 1:6 in and including demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc ,complete all as specified and as directed by Engineer -in-Charge

Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757) straight or curved to any radius in half brick thick wall built in cement mortar 1:4 including demolition of brick work or stone / boulder masonry built in cement mortar or cement lime mortar including all quions, arches, pillars etc but excluding ashlar facings, dressed stone work and pre cast concrete articles complete all as specified and directed.

Rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement using in and including integral water proofing compound 2 % by weight of cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 10mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement using in and including integral water proofing compound 2 % by weight of cement .in and including taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc. ,complete all as specified and directed by Engineer-in- Charge.

Rendering 10mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement in and including taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc. ,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered surfaces and applying two coats of oil bound disemper over one coat of oil base primer on walls surface over and including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered or unplastered surfaces of walls by brooming down and priming plastered and other surfaces with with two coats of cement base paint over a coat of cement paint primer (before application of cement base paint) ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubeing, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and including taking up or down steel water tubing and connections 15mm bore ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubing, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and including taking up or down steel water tubing and connections 15mm bore ,complete all as specified and directed by Engineer-in- Charge.

Re-fixing steel water tubing of 15 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge.

Re-fixing steel water tubing of 20 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge.

Vitreous china squatting pan Orissa pattern size 580x440mm white with integral foot rest, with front or back inlet with integral foot rests including connections to trap, and to flushing pipe, antisyphonage pipe, etc (excluding flushing cistern and flush pipe) including Cast Iron 'P' or 'S' trap of 100mm size fixed in PCC 1:2:4 type B-2 and necessary lime concrete, fixed as in repairs, including making good the surface to match with existing floor finish ,complete all as specified and directed by the Engineer in Charge.

PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level fixed in repair , complete all as specified and directed by the Engineer in -Charge

Wash basins, vitreous china, white, flat back of size 550x400 mm including brackets and cutting for and pinning in ends in brackets or erecting stand ,32mm dia waste fittings, brass, chromium plated with long screwed shanks and fly nuts, 32mm dia HDPE waste pipe and including new M S brackets including waste coupling of PTMT (half or full threaded) for 32/40mm dia fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.

PVC connection of PTMT ,non corrosive with nuts and washers on both ends,450mm long suitable for 15 mm bore fixed as in repair , complete all as specified and directed by the Engineer in -Charge

PTMT shower rose 15 mm dia with swivel joints including fixing of steel pipes or union fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Bib taps PTMT ( Polytetra Methyllene Terephthalate ) suitable for 15 mm bore pipe standard of PTMT any colour screwed, for iron pipe and fixed ( Minimum weight 15 mm-90 gms fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Angle stop valve 15 mm of PTMT any colour high pressure screwed for iron pipe and fixed.(Minimum weight 15mm-90gms) fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Pillar taps 15 mm of PTMT any colour high pressure screwed for iron pipe and fixed.(Minimum weight 15mm-110gms) fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Stop valve 15 mm of PTMT (Concealed) any colour high pressure screwed for iron pipe and fixed.(Minimumweight15mm-90gms/ 20mm-92gms fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Waste fittings 32 mm, brass, chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly nuts, flange end bedded in red lead cement and other end fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Flexible pipe 32 mm bore of PVC fixed to WHB/ urinals as waste pipe ( not less than 600mm) including PVC coupling complete all as specified.

PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints laid in trenches or in floors in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 110mm bore junction single, (single Tee) equal or unequal with access door fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) bends any radius 110mm bore fixed as in repair complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) Vent cowl 110mm bore fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 75mm bore single socketed in any length with ruber rings joints laid in trenches or in floors in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 75mm bore junction single, (single Tee) equal or unequal with access door fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) bends any radius 75mm bore fixed as in repair complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) pipes 150mm bore single socketed in any length with ruber rings joints laid in trenches or in floors in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.

Rotational moulded PVC, double layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve in and including dismantling PVC water tanks exc 250 ltr but n. exc 500 ltr capacity by disconnecting existing water connection and removal from site ,complete all as specified and directed by Engineer-in- Charge.

Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic ball , suitable for 20 mm bore pipe, screwed for iron pipe and fixed. .(Minimum weight 20mm-210gms) fixed as repair in PVC OHT tanks ,complete all as specified and directed by Engineer-in- Charge.

Plain cement concrete type C1 (1:3:6), using 20 mm graded crushed stone aggregate,75 mm thick , as in path / plinth protection/paving laid in slope in 1:30 in panels n exc 2m long concrete surfaces finished even and smooth without using extra cement including making joints between panel to panel and filling the same with bitumen mastic bitumen & sand mixture in a ratio 1:3 in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness(below or above ground level), complete all as specified and directed by the Engineer in Charge.

Machine cut Kota stone slab 18 -20 mm thick (of size not less than 55 cm x 55 cm) as in flooring with neat cement slurry @ 3.00 kg/Square metre over and including 20 mm thick (average thickness) cement screed (1:4) base, laid and jointed with grey cement slurry mixed with pigment to match shade of the slab including cutting, waste, rubbing and polishing (Granite finish) in and including demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar ,complete all as specified and directed by the Engineer in Charge.

Machine cut Kota stone slab 18-20 mm thick as in skirting, over and including 10 mm thick rendering of cement mortar (1:4), laid and jointed with grey cement slurry mixed with pigment to match shade of the slab including cutting, waste, rubbing and polishing (Granite finish) in and including demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar ,complete all as specified and directed by the Engineer in Charge.

60mm thick PCC intelocking tiles (rubber laminated finish) of size and shape as approved, laid dry over and including sand not less than 40 mm thick, interstices filled in floors/pathway including demolition of stone slab and tiles of any description or thick ness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.

Demolition of reinforced cement concrete in roofs, floors (other than ground floors) beams, staircases, landing, chajjas, and similar suspended work ,complete all as specified and directed by the Engineer in Charge.

Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 using 20mm graded stone aggregate as in slabs supported on wall beam and column in floor slabs and roofs landing deck slabs and in shelves, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 using 20mm graded stone aggregate as in chajjas and the like, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Use & waste of form work to sides of foundation,footings ,raft beam etc., surfaces finished rough in forms , complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished surfaces of concrete flat surface, complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to edges of concrete flats, roof exc 5 cm wide and n exc 10 cm wide for rough finished surfaces, complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to chajjas and similar work for fair finished concrete surface , complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90 mm dia. or higher , complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 5mm dia. and over up to and including 10 mm dia. in stirrups, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90 mm dia. Or securing with clips , complete all as specified and directed by the Engineer in Charge.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying of cables, pipes etc. and getting out including trimming the sides and forming bottom surfaces foundation, manholes etc to required levels in soft/loose soil , complete all as specified and directed by Engineer-in-Charge.

Removing excavated soil to a distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, complete all as specified and directed by Engineer-in-Charge.

Cutting into walls of existing manholes for connecting new drain pipe 150 mm dia bore, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including removal of rubbish outside MoD land, complete all as specified and directed by the Engineer-in-Charge.

Demoiltion and breaking up any dia drain pipes 150mm (salt glazed, stoneware , AC or reinforced concrete drain pipe, jointed in cement mortar and taking out of trenches, if required c, complete all as specified and directed by the Engineer-in-Charge.

Demoiltion and breaking up any dia drain pipes 200mm (salt glazed, stoneware , AC or reinforced concrete drain pipe, jointed in cement mortar and taking out of trenches, if required c, complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.

Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by the Engineer-in-Charge.

Salt- glazed stoneware drain pipe grade ‘A’ 200 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in channels benching of manholes, laid to shape & slope, surfaces finished even and smooth using extra cement including necessary form work etc , complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete type C1 ( 1:3:6) using 20 mm graded stone aggregate as in coping of manholes and similar work , complete all as specified and directed by the Engineer-in-Charge.

Providing pre-cast reinforced cement concrete1:2:4 type B-1, (using 20 mm graded stone aggregate) set in cement mortar 1:4 as in manhole covers including necessary forms/moulds, complete all as specified and directed by the Engineer-in-Charge.

Preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts, trading oil and greasy spots and applying one coat of white wash,complete all as specified and as directed by Engineer-in- Charge.

Preparation of old decorated plastered or unplastered surfaces of ceiling by brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts, trading oil and greasy spots and applying one coat of white wash,complete all as specified and as directed by Engineer-in- Charge.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of cement base paint of any tint/shade ,complete all as specified and as directed by Engineer-in- Charge.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of distemper oil emulsion of any tint/shade ,complete all as specified and as directed by Engineer-in- Charge.

Preparation of old plastered or unplastered surfaces of ceiling by washing, rubbing down & stopping etc, and applying one coat of distemper oil emulsion of any tint/shade ,complete all as specified and as directed by Engineer-in- Charge.

Preparation of old painted wood and wood based surfaces of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint ,complete all as specified and as directed by Engineer-in- Charge.

Preparation of old painted surfaces of steel of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint ,complete all as specified and as directed by Engineer-in- Charge.

Complete removal of existing treatment including prepartion of unplastered old surfaced and distempering walls with two coats of oil bound distemper white or tinted over a coat of oil base primer on wall sufaces including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.

Complete removal of existing treatment including prepartion of unplastered old surfaced and applying with two coats of cement base paint white or tinted over a coat of primer on wall sufaces including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.

Preparation of old brick, stone, concrete, AC or decorated plastered surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint ,complete all as specified and as directed by Engineer-in- Charge.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, applying one coats of Apex ( Asian Paint) / Weather coat (Berger) ,complete all as specified and directed by Engineer-in- Charge.

Preparing surfaces of wood and wood based materials, new or old of any description and girth not otherwise described and treated creosotetreating small articles such as back of chowkhats & hold fasts etc area n exc 0.10 sqm each ,complete all as specified and directed by Engineer-in- Charge.

Treating small articles such as hold fasts etc area n exc 0.10 sqm each with coal tar black paint ,complete all as specified and directed by Engineer-in- Charge.

Complete removalof existing treatment on walls and Preparation of newly plastered or unplastered surfaces of walls by brooming down and priming plastered and other surfaces with with two coats of cement base paint over a coat of cement paint primer including complete all as specified.

Preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts, trading oil and greasy spots and applying one coat of white wash , complete all as specified and directed by Engineer-in-Charge.

Preparation of old decorated plastered or unplastered surfaces of ceiling by brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts, trading oil and greasy spots and applying one coat of white wash , complete all as specified and directed by Engineer-in-Charge.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of cement base paint of any tint/shade ,complete all as specified and directed by Engineer-in- Charge.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of distemper oil emulsion of any tint/shade ,complete all as specified and directed by Engineer-in- Charge.

Preparation of old brick, stone, concrete, AC or decorated plastered surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint ,complete all as specified and as directed by Engineer-in- Charge.

Preparation of old plastered or unplastered surfaces of ceiling by washing, rubbing down & stopping etc, and applying one coat of distemper oil emulsion of any tint/shade ,complete all as specified and directed by Engineer-in- Charge. Notes for item no.112 & 118 : (i)Work shall be executed on high rise building upto 25 mtr high (ii) All Safety measures for the safety of workmen shall be ensured by the contractor. Insurance of workers shall also be got done by the contractor before execution of these items. This aspect shall deemed to be included in quoted rates and nothing extra shall be admissible on this account.

The execution of following work for folk art, traditional, old Indian culture art styles paintings as following:- (a) Complete removal existing treatment and preparation of wall surface. (b) Applying one coat of primer on wall sufaces over and including 3.0 mm thick wall care putty (JK / Birla White). (c) Applying one coat of Apex ( Asian Paint) / Weather coat (Berger) over old/new surface . (d) Making the folk art, traditional, old Indian culture art styles paintings on the wall by high gloss paints ,complete all as specified and directed by Engineer-in- Charge. Note :Design & pattern shall be got approved from GE / AGE before execution of art work.

Dismantling wrought iron or mild steel work of any description not otherwise provided for ,complete all as specified and directed by Engineer-in- Charge.

Steel work in tubular trusses including special shape washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.240 ,with one shop coat of zink chromote primer paint, complete all as specified and directed by Engineer-in-Charge.

Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering in ridges made to any shape or semi circular cladding to wall, fixed with self tapping screws in and including demolition of old unservicable sheet/ridge, complete all as specified and directed by Engineer-in-Charge.

Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws in and including demolition of old unservicable sheet/ridge, complete all as specified and directed by Engineer-in-Charge.

Fibre glass reinforced transclucent corrugated sheeting 2 mm thick with two corrugations side lap fixed with L type or J- type or cranked hook bolts and washers in roof, wall etc in and including demolition of old unservicable sheet/ridge, complete all as specified and directed by Engineer-in-Charge.

Asbestos cement corrugated or semi corrugated sheets 6 mm thick in roofs, walls etc fixed with `L' type or `J' type hooks or cranked hook bolts including dismantling of asbestos cement (corrugated, semicorrugated etc) sheets including ridges in roof covering complete all as specified and directed by Engineer-in-Charge.

Asbestos cement two plece serrated ridge for corrugated or semi corrugated sheets fixed with `L' type or `J' type hooks or cranked hook bolts including dismantling of asbestos cement ridges in roof covering complete all as specified and directed by Engineer-in-Charge.

Suspended ceiling, comprising 12.5 mm thick reinforced gypsum plaster boards Conforming to IS-2095 , GI perimeter channels, intermdiate channels, etc. including finishing the exposed surfaces with Oil bound distemper two coats including dismantling of wall and ceiling boards (fiber, pulp, insulation, etc) or insulation boards/slabs/blankets, any thickness, including cover fillets , complete all as specified and directed by Engineer-in-Charge.

Providing and fixing of E-board 'Everest' make 600x600x4mm thick white prelaminated seif embosed reinforced designer ceiling board tiles of approved texture at all height laid on Hot dipped Galvanised iron imposed grid with 24 mm wide T-section/Angle section including dismantling of wall and ceiling boards (fiber, pulp, insulation, etc) or insulation boards/slabs/blankets, any thickness, including cover fillets , complete all as specified and directed by Engineer-in-Charge.

5mm thick plain colour PVC sheet in strips & channel feathered at the edges for fixing on solid PVC wall lining, insulated PVC wall lining and solid PVC partitions inclusive of solvent cement and fixing at site including dismantling of PVC shheet , complete all as specified and directed by Engineer-in-Charge.

Dismantling/pulling out of old damaged RCC pre-cast fencing post/struts of any section embedded in concrete foundation including making required size pit either by excavation/excavation of new pits to change the alignment if required/trimming of sides of under size pit or by returning filling in and ramming broken rubble mixed with earth around in layers not exc 25 cm each & watering an over size pit and removing surplus soil to a distance not exc 50 metre and making good disturbed ground surfaces , complete all as specified and directed by Engineer-in-Charge. (For fixing new posts). Note :- Retrieved earth & broken rubble shall be reused in returning and filling.

Excavation in post holes (or similar holes) each not exc. 0.5 Cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25 cm, watering and removing surplus spoil to a distance not exc. 50 m and making good surface in soft / loose soil , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:3:6), type C-2, using 40 mm graded mechanically crushed stone aggregates as in foundations of post, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.

Mild Steel angle iron for post and flat iron, or other steel section or core for wooden hand-rail straight portion drilled including embedded in concrete and screwing etc., posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for scuring wire mesh etc). including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-290 Gde E-165,complete all as specified and directed by Engineer-in-Charge. Note:- Earth work and concrete shall be measured and paid for separately under respective item of this schedule.

Mild steel bolt factory made with hexagonal or square heads at one end and screw the other to be fitted with washer etc and one hexagonal or square length of bolt of 5 cm long end dia of neck 5 to 10 mm bolts with nuts and washers , complete all as specified and directed by Engineer-in-Charge.

Expanded metal, cut to length , bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia.or fixing with galvanised steel staples supplied and fixed complete to wood or steel members(not exc 4 Kg/sqm) ,complete all as specified and directed by Engineer-in- Charge.

M S work as in Hand rails, half round or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters, nosing to steps including embeding in concrete and securing bolts for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc fillets including all necessary drilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.

M S work as Framed works such as grills, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes,framed guard bars barred iron doors ladders, framed balusters walk ways railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc ,cdrilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.

Dismantling fencing wire mesh any type , complete all as specified and directed by Engineer-in-Charge.

Supply only chain link MS galvanised fencing of size 100x100mm, 3mm dia as directed.

Fixing only chain link galvanised wire fencing mesh size or with 4 mm nominal dia and both ends without knuckling/ twisting, fixed to flat iron rails with RCC/Angle iron post , complete all as specified and directed by Engineer-in-Charge. Note:- Supply of chain link and mild steel galvanised line wire shall be measured and paid separately under respective item of this schedule .

Supply only 4mm dia plain mild steel wire, galvanised class 3 , in fencing including straining and fixing to steel posts and/or to straining bolts as directed. (each line of wire to be measured)

Preparation of old painted steel surfaces of any description, not otherwise described over 10 cm width or girth & applying two coats of synthetic enamel paint (of approved shade) over a coat of red oxide zinc chrome primer, complete all as specified and directed by Engineer-in-Charge.

Ajanta Associates