REPAIR AND CLEANING OF SEWER LINE, SOAK WELL, SEPTIC TANKS, DRAINS INCLUDING PERIODICAL SERVICES AND MISC B/R WORKS IN VARIOUS LOCATIONS IN THE AREA OF AGE E/M HOSP UNDER GE E/M LUCKNOW

Amount

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for laying /taking out water supply pipe line etc., and getting out in Soft/ Loose soil for foundation, trench of pipes etc including trimming the sides and forming bottom surfaces to required levels, complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in hard/dense soil for foundation, trench of cables, pipes etc or for shaft, wells, manholes n exc 10 Square Metre on plan and getting out including trimming the sides and forming bottom surfaces to required levels, complete all as specified and directed by Engineer-in-Charge. Note: The Road /Pavements occured during aligment of sewer lines the cutting portion shall be make good with PCC 1:2:4, type B2, 50 mm thick hardcore over rammed earth. the cost PCC and hardcore will be measured and paid separately.)

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.

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.

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 idemolition 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

Brick work with sub class 'B' bricks straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4 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

M&L for 100 mm thick PCC 1:5:10 type D2 (using 40 mm graded stone agrregate) as in sub base floor etcincluding 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.

M&L for 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 Engineer-in-Charge.

M&L for 75 mm thick PCC 1:2:4 type C2 (using 40 mm graded stone agrregate) as in sub base floor etc including demolition of unreinforced cement concrete in ground floor or paving n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete type C1 (1:3:6), using 20 mm graded mechanically crushed stone aggregates,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.

Plain cement concrete 1:4:8, type D-2, using 40 mm graded mechanically crushed stone aggregates ,100 mm thick as in sub base to flooring etc including demolition of unreinforced cement concrete in ground floor or paving n exc 15 cm thickness (below or above ground level) complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:2:4), type B-1, using 20 mm graded mechanically crushed stone aggregates 40mm thick as in floor finished even and smoorth without using extra cement 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.

Demolition of reinforced cement concrete of any description & in any position ,complete all as specified and directed by Engineer-in-Charge.

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.

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.

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.

Taking down cement plaster on brick wall, racking out joints hacking for key scrubbing down with water complete all as specified and directed by Engineer-in-Charge.

M&L rendering 5 mm thick on concrete surfaces in ceiling, in cement and sand mortar 1:3 complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 10 mm thick on brick work / concrete surfaces in cement mortar 1:6 on fair faces finished fair & even complete all as specified and directed by Engineer-in-Charge.

M&L for 15 mm thick rendering in CM 1:4 on fair faces of brick work surface finished even and fair without using extra cement (Note : Integral WPC shall be measured and paid seprately) complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15 mm thick in cement plaster 1:6 on fair faces of bricks work or concrete surface etc complete all as specified and directed by Engineer-in-Charge.

Supply only integral WPC of approved quality complete all as specified and directed by Engineer-in-Charge.

Demolition of floor hearth or wall tiling including cement mortar bedding (But not backing) removeing serviceable tiles to store and rubbishoff the premishes complete all as specified and as directed by Engineer-in- Charge.

Non skid ceramic tiles of 7-8 mm (square or rectangular) area of each tile exceeding 0.11 sqm but n.exc 0.16 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over 15mm thick screed complete all as specified and as directed by Engineer-in- Charge. Note : Screed bed will not be measured and paid separately)

Vitrified ceramic tiles 10mm thick (square/ractangular) Coloured polished tiles, area of each tile n.exc 0.38 sq m in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement and pigment to match over 15 mm thick screeding complete all as specified and as directed by Engineer-in- Charge. Note : Screed bed will not be measured and paid separately.

Glazed ceramic tiles in vertical surfaces 350 x 250 x 7 mm / 450 x 350 x 7 mm [thick] set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over 10mm thick screed in CM 1:3 complete all as specified and as directed by Engineer-in- Charge. Note : Screed bed will not be measured and paid separately.

Machine cut Kota stone slab 18 -20 mm thick (of size not less than 55 cm x 55 cm) laid as in flooring as per design approved 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) ,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) ,complete all as specified and directed by the Engineer in Charge.

Granite stone slab ( Black colour) 18-20 mm thick, work (table rubbed and polished and grinding) as in flooring including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed of 15 mm thick in CM 1:6, ,complete all as specified and directed by Engineer-in- Charge.

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.

Hold fast, 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.

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 panel PVC Door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail,lock rail and bottom rail on either side as gap insert for top rails, bottom rail,panelling of plain colour PVC sheet to be fitting in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement, supply & fixing in the frame at site as per specification and drawing on Page No 156 of SSR Part-II Rates,complete all as specified and directed by the Engineer in Charge.

35 mm thick (Batten thickness) 2nd class hardwood Glazed,skeleton shutters, open rebated and prepared to receive wire cloth, glass etc. divided into squares, in window ventilators are provided with sytle and rails 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), complete all as specified and directed by the Engineer in Charge.

30 mm thick factory made Flush shutters , solid core construction , with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by Engineer-in- Charge.

30 mm thick (Batten thickness) 2nd class hardwood Glazed,skeleton shutters, open rebated and prepared to receive wire cloth, glass etc. divided into squares, in window ventilators are provided with sytle and rails 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 (b), 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.

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

Extruded aluminium alloy handles of size 125 mm, fabricated type anodized ,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.

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 100 mm long size (length of bolt), 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 as in repir complete all as specified and as directed by Engineer-in- Charge.

Aluminium alloy wire cloth, 0.45 mm nominal dia of wire and averaging width of aperture 1.40mm and fixed with aluminium wire staples ,complete all as specified and directed by Engineer-in- Charge.

Aluminium alloy wire cloth, 0.45 mm nominal dia of wire and averaging width of aperture 1.40mm and fixed with aluminium wire staples fixed as in repair ,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.

Sheet glass 4.8 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.

Neosprene rubber beading including taking down old rubber beading as in aluminium window and door shutter complete all as specified and directed by Engineer-in- Charge.

Door seal with aluminium 20 x 1.5 mm strips with wool complete all as specified and as 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 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 wrought iron or mild steel work of any description not otherwise provided for ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubing, 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 ,complete all as specified and directed by Engineer-in- Charge. Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

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 ,complete all as specified and directed by Engineer-in- Charge. Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Relaying /fixing of serviceable GI Steel Tubing 15 mm bore after cleaning ,removing of all type of scale or blockage in trenches or floor /fixed to wall / ceiling in and including taking down of old servicable pipe with all fittings, complete all as specified and directed by Engineer-in-Charge. Notes: (i) Fittings & specials as required shall be provided by the contractor. Contractor's rate shall deemed to be included the cost of fittings provided. (ii) Excavation & earth work shall be measued paid seperately.

Relaying /fixing of serviceable GI Steel Tubing 20 mm bore after cleaning ,removing of all type of scale or blockage in trenches or floor /fixed to wall / ceiling in and including taking down of old servicable pipe with all fittings, complete all as specified and directed by Engineer-in-Charge.Notes: (i) Fittings & specials as required shall be provided by the contractor. Contractor's rate shall deemed to be included the cost of fittings provided. (ii) Excavation & earth work shall be measued paid seperately.

Rotational moulded PVC, tripple 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 251 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.

Rotational moulded PVC, double layered, water storage tanks of capacity 1000 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 500 ltr but n. exc 1000 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 in repair complete all as specified and as directed by Engineer-in- Charge.

Chromium plated fancy long body Bib taps with cup , cast copper alloy with crutch handle, screwed for 15 mm bore dia. iron pipe or for brass ferrule fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Cast iron floor trap with chromium plated grating including jointing to waste pipe wih cement mortar (75 mm bore of pipe) fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Brass chromium plated shower rose without swivel joints , any size, including fixing to steel pipe or union fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Stop cock chromium plated concealed Reduced body ISI Marked, , cast copper alloy, screwed down for 15 mm bore dia. pipe, high pressure, with crutch handle , screwed externally both ends for unions etc. and fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Angle stop cock chromium plated ( one way) long thread with wall flange , fancy type screwed down for 15 mm bore dia. pipe, high pressure, with crutch handle , screwed externally both ends for unions etc. and fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Angle stop cock( two way) chromium plated long thread with wall flange , screwed down for 15 mm bore dia. pipe, high pressure, with crutch handle , screwed externally both ends for unions etc. andfixed as in repair , complete all as specified and directed by the Engineer in -Charge

Pillar taps, fancy type cast copper alloy , with capstan heads, chromium plated , screwed down for 15 mm bore pipe,high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe fixed as repair complete all as specified and as directed by 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

Gratings mild steel chromium plated suitable for 75/100 mm dia NT/ FT fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Brass Tubular towel rod chromium plated, of 24" (60 cm long) fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Vitreous China wash down water closet pan ( padestal pattern Water Closet Cat No.20012, white) , ( excluding fixing bolts, flushing cistern and flush pipe) , including connection to drain ( or outgoing pipe) and to flushing pipe , etc.fixed as in repair , complete all as specified and directed by the 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 as in repair, complete all as specified and directed by the Engineer in -Charge

PVC Syphon to PVC flushing cistern including taking down old syphonfixed as in repair , complete all as specified and directed by Engineer-in-Charge.

Washer for flushing cistern including taking down old washer fixed as in repair , complete all as specified and directed by Engineer-in-Charge.

Plastic water closet seat, white, closed pattern with flat bottom , and cover and mild steel chromium plated or aluminised hinging device fixed as in repair , complete all as specified and directed by the 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

Vitreous China bowl urinal flat back, size of 465x355x265 mm White ( minimum), with grating and union for discharge pipe ( excluding flushing cistern, flush pipe , and waste pipe) , fixed in repairs including connections to flushing pipe and outgoing pipe ,complete all as specified and directed by Engineer-in- Charge.

Vitreous china wash basin (WHB) , white , flat back , size 550mmx400mm including brackets, waste fittings , brass Chromium plated for glazed basins etc. with long screw shanks and fly nuts , flange end embedded in red lead cement , including cutting fixed as in repair ,complete all as specified and as directed by Engineer-in- Charge.

Pillar taps, fancy type cast copper alloy , with capstan heads, chromium plated , screwed down for 15 mm bore pipe,high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe 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

32 mm bore flexible pipe of PVC fixed to WHB/ urinals as waste pipe ( not less than 600mm) including PVC coupling complete all as specified and as directed by Engineer-in- Charge.

32 mm bore flexible pipe of PVC fixed to WHB/ urinals as waste pipe ( not less than 600mm) including PVC coupling fixed as in repair , complete all as specified and directed by the Engineer in -Charge

Gun-metal, globe or gate valves 20mm dia , with iron wheel head, screwed both ends for iron pipe and fixed to 20mm dia GI tube as in repair,complete all as specified and directed by Engineer-in- Charge.

Gun-metal, globe or gate valves 15mm dia , with iron wheel head, screwed both ends for iron pipe and fixed to 15mm dia GI tube as in repair,complete all as specified and directed by Engineer-in- Charge.

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 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) Vent cowl 110mm bore 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) 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 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 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 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.

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 sheet , 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.

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.

Supply and fixing in repairs false ceiling, with and including GI powder coated frame work and mineral fibre ceiling tiles , suspended with ceiling in and including of dismantlingof 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. Make : Dune Max RH 99 of Arm strong or Everest or any other make as specified in Annexure of Makes.

Asbestos cement corrugated or semi corrugated sheets 6mm thick in roofs walls etc fixed with L-type or J-type or cranked hook bolts in and including dismantling of old asbestos cement sheet as in roof covering complete all as specified and directed by Engineer-in-Charge.

Asbestos cement two piece serrated ridge for corrugated or semi corrugated sheets 6mm thick fixed with L-type or J- Type or cranked hooks bolts including dismantling of AC twin peice ridge as in roof covering 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, 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.

Dismantling unframed work timber scantling 40 sqcm and over in section in any position complete all as specified and directed by Engineer-in-Charge.

Dismantling timber in fillets, rails, posts, rafters, purlins, etc. under 40 sq.cm in section, in any position ( unframed work) ,complete all as specified and directed by Engineer-in-Charge.

Dismantling structural steel work includin doors, gates but excluding framed truss etc 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 1161-1998 grade St.240 ,with one shop coat of zink chromote primer paint, complete all as specified and directed by Engineer-in-Charge.

Rolled mild steel in roof trusses, ( framed), trusses purlins, crane gantries, rails and fastenings and heavy bracket framing ( Beam, tee,angle,channel or flat sections ) including distance pieces , cleats etc. Fe-410W (Gde-E- 250) quality- grade A , complete all as specified and directed by 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 directed by Engineer-in-Charge.

All as per item No 119 above but on ceiling.

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.

All as per item No 121 above but two coats

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.

All as per item No 123 above but two coats

All as per item No 123 above of one coat but on ceiling.

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 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 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 creosote treating 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.

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.

Complete removal of existing treatment of walls and applying two coats of distemper oil emulsion over a coat of Birla or JK white wall putty average thickness 2mm on old plastered surfaces including prepration 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 directed by Engineer-in-Charge.

Writing letters or figures (Block, Roman Italic or Indian) n exc 30 cm high with a thick coat of synthetic enamel paint without showing signs of brushes mark complete all as specified and directed by Engineer-in-Charge.

Applying one coats of Apex ( Asian Paint) / Weather coat (Berger) over old painted surface including preparation of wall surface complete all as specified and directed by Engineer-in-Charge.

Applying one coat of plastic emulsion paint interior quality any shade over old painted surface including preparation of wall surface complete all as specified and directed by Engineer-in-Charge.

Painting with two coats of synthetic enamel paint over one coat of red oxide after pereparing new steel surface exc 10 cm width or girth complete all as specified and directed by Engineer-in-Charge.

Preparation of newly plastered surfaces and applying two coat of oil bound disemper over one coat of oil base primer all as specified on walls surface including a coat of 3mm 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 cement paint primer (before application of cement base paint) including two coats of cement base paint complete all as specified and directed by Engineer-in-Charge.

Preparing surfaces, plastered or unplastered new surfaces of ceiling and applying three coats white wash complete all as specified and directed by Engineer-in-Charge.

Stops, commas, short lines, dashes, hyphens, brackets etc complete all as specified and directed by Engineer-in-Charge.

Complete removal of existing treatment of walls and applying two coats of distemper oil emulsion over a coat of Birla or JK white wall putty average thickness 2mm on old plastered surfaces including washing floor, cleaning glass, joinery, electrical fittings, wiring etc of drops and splashes complete all as specified and directed by Engineer-in-Charge.

Temporarily blocking of inlet of septic tanks/manhole with suitable wooden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes. complete and cleaning the septic tank/manholes with water by mechanically/manually including taking out the blocking arrangements of inlet and making the system functional , complete all as specified and directed by Engineer-in- Charge. (NOTE: Depth of manhole/SOAK WELL/SEPTIC TANK exc 0.5 to 1.5M from below GL)

Temporarily blocking of inlet of septic tanks/manhole with suitable wooden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes. complete and cleaning the septic tank/manholes with water by mechanically/manually including taking out the blocking arrangements of inlet and making the system functional , complete all as specified and directed by Engineer-in- Charge. (NOTE: Depth of manhole/SOAK WELL/SEPTIC TANK exc 1.50M to 4.50M from below GL)

Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mannually/mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional all as specified and directed for 150 mm bore size of pipe lines , complete all as specified and directed by Engineer-in- Charge.

Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mannually/mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional all as specified and directed for 200 mm bore size of pipe lines , complete all as specified and directed by Engineer-in- Charge.

Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mannually/mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional all as specified and directed for 300 mm bore size of pipe lines , 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.

Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to SGSW 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 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to SGSW 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.

Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to SGSW pipes of 300mm 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.

Salt- glazed stoneware drain pipe grade ‘A’ 300 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 40mm graded aggregate 150 mm thick laid over and incl 150mm thick hardcore of broken boulders of gauge exc 63mm but n exc,100mm deposited, spread and levelled in layers n exc 15 cm thick watered and rolled/ rammed to a true surface over rammed earth as in road/pavement cutting , complete all as specified and directed by the Engineer in Charge.

Reinforced Cement concrete M-30 ( design mix) using 20mm graded mechanically crushed stone aggregates as in slabs supported on wall deck slabs and in shelves and the like fair finished in nedessary provn of opening manhole and precast cover slab complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

15 mm thick screed plaster on RCC slab CM 1:4 with using water proofing compound @3% by weight of cement complete all as specified and directed by Eengineer-in-Charge (WPC to be measured and paid separately)

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 2 % 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.

Ajay Traders

M/s Vimal Traders

M/S Reliance Construction

GIAN ENGINEERS