GE CHD T 107 2025 26

Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

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

Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in RCC tanks,roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Demolition of Cement concrete/brickbats of any description and in any position not otherwise specifically provided (sunken including china mosaic,WC ) complete including disposal of unservicable rubbish outside Cantt area to a distance exc 250 mtr but not exc 500 mtr all as specified and directed by Engineer-in-Charge.

Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete all as specified and directed by Engineer-in-Charge.

Taking down chowkhats or frames n.exc 1.5 sqm each (without taking off shutter from the frame) and removing from the site including dismantling brick work of hold fasts etc complete all as specified and directed by Engineer-in-Charge.

Taking down shutters of any description exc 1 sqm each but not exc 2 sqm each and removing from the site complete all as specified and directed by Engineer-in-Charge.

Dismantling of PVC (SWR ) pipes of 100/75 mm bore with all fittings from any position and removal from site complete all as specified and directed by Engineer-in-Charge.

Taking down steel tubing and connections of 15 mm bore in pipe with all fittings from walls,ceilings and floors and removal from site complete all as specified and directed by Engineer-in-Charge.

Taking down steel tubing and connections of 20 mm bore in pipe with all fittings from walls,ceilings and floors and removal from site complete all as specified and directed by Engineer-in-Charge. .

Disconnecting existing tanks of capacity exc 500 ltr but not exc 1000 ltr , setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately) complete all as specified and directed by Engineer-in-Charge.

Dismantling existing tanks of capacity exc 250 ltr but not exc 500 ltr and removing from site complete all as specified and directed by Engineer-in-Charge.

Dismantling existing tanks of capacity exc 500 ltr but not exc 1000 ltr and removing from site complete all as specified and directed by Engineer-in-Charge.

Dismantling existing Brick tiles or terracing tiles, single layer on roofs including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge.

Demolition of Mud phuska in roofs, any thickness,including plastering and leeping (whether full thickness removed or only a part thereof) in any position including disposal of unservicable rubbish outside Cantt area to a distance exc 500 mtr upto 1.5 Km complete all as specified and directed by Engineer in Charge.

Cutting grooves or rebates in parapet walls 75 mm wide and 65 mm deep and making good in cement mortar 1:3 after inserting APP membrane and shaping horizontal face of groove complete all as specified and directed by Engineer-in-Charge.

Cutting chases in brick walls, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring etc., and making good, cutting not exc 10 cm girth and complete all as specified and directed by Engineer-in-Charge.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for Internal dia of pipe 100 mm including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge.

Plain cement concrete 1:2:4 type B-0 using 12.5mm graded crushed stone aggregate as in cement concrete in fillets at corners specially provided in roof kerb,padding to fill depression and maintain level complete with Recron 125 gm / cement bag of 50 Kg all as specified and directed by Engineer-in-Charge.

25 mm thick Cement concrete (1:2:4) type B-0,using 12.5 mm graded mechanically crushed stone aggregate as in levelling concrete etc. complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:7:12) type F-2,using 40 mm graded stone aggregate as in sunken floor etc complete all as specified and directed by Engineer-in-Charge..

First quality Non - skid coloured Ceramic tiles 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors etc. set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and inculding 15 mm thick screed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Glazed ceramic coloured tiles 600 x 300 x 7mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed with 4 mm spacer and grouting the joint of wall with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:4, on roof surfaces mixed with water proofing compound over roof padding green cement concrete with Recron 125 gm / cement bag of 50 Kg finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately.

Water proofing roof treatment/Sunken treatment using APP polymeric water proofing membrane minimum 3 mm thick and weighting not less than 3.6 Kg/Sqm black finish reinforced with non-woven polyster matt wt not less than 150 gms/Sqm with thermo fusable finish laid over compatible bitumen primer at the rate of 0.40 Ltr/Sqm over cleaned surface including parapet,applying a coat of blown bitumen 85/25 grade @ 1.2 kg per square metre over priming coat torching over laps with a propane or butan gas torch with a over lap of 100 mm at the side and 150 mm at the ends and sealing all as per manufacturers instructions incl wire brushing and cleaning the top surfaces of concrete, roof surfaces etc. with water including flashings and junction of parapets etc complete all as specified and directed.

Cement concrete tiles 25cm x 25cm x 22mm thick, ma c h i n e pressed; set jointed and pointed in neat cement slurry in floors, and cut and polished over and including 15 mm thick screed bed in cement mortar (1:6) complete as specified and directed by the Engineer-in-Charge

Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete but except bricks all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:6, on other than fair faces of brickwork or concrete surfaces finished fair and even without using extra cement, complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:4 on fair faces of brickwork or concrete surfaces upto 3rd storey building finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

Supply only liquid water proofing compound ISI Marked complete all as specified and directed.

Rendering 10 mm thick in cement mortar 1:3 as in ceiling/soffits of slabs/Chajja/ Sunshade finishing the plastered surface even & smooth without using extra cement etc complete all as specified and directed by Engineer-in-Charge.

Preparation of new plastered surfaces of wall and applying two coats of cement base paint over and including a coat of primer and 1 mm wall care puty including preparation of surface complete all as specified and directed.

Preparation of new plastered surfaces of wall and applying two coats of oil bound distemper emulsion on walls over and including a coat of alkali resistant primer and 1 mm wall care puty including preparation of surface complete all as specified and directed.

Preparation of plastered or unplastered new surfaces of ceilings and applying three coats of white wash including preparation of surface complete all as specified and directed by Engineer-in-Charge.

Takimg out roots of trees penetrated on roof surface,tank staging,parapet wall,junction of CI pipes,PVC pipe joint/concrete surface,plinth protection,vegetation with roots if any ,cleaning the surface upto a depth of 600 mm,side off chiselling,demolition of brickwork,concrete work .After complete treatment pouring concentrated acid/chemicals upto the depth of roots and making good the disturbrd surface complete all as specified and directed.

Complete removal of existing treatment,preparation of surfaces of wall and applying two coats of cement base paint on walls over and including a coat of primer complete all as specified and directed.

Complete removal of existing treatmen,preparation of surfaces of walls brooming down, applying one coat of white cement based wall care putty after applying emery paper or sand paper and two coats of weather proof exterior emulsion paint(Ist quality) Apex over a coat of primer damp shealth per manufacturers instructions etc complete all as specified and directed by Engineer-in-Charge.

Preparation of new/old plastered surfaces of wall and applying 1 mm wall care puty including preparation of surface complete all as specified and directed.

Preparation of APP surfaces of roof and applying two coats of aluminium paint complete all as specified and directed by Engineer-in-Charge.

Solid PVC door frames of size 50mm x 47 mm made out of 5mm wood grain printed PVC sheet reinforced with MS square tube, and edges will be painted to match with printed sheet, supply & fixing in opening as per specification & drawing complete all as specified and directed by 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, supplying & fixing in frame at site as per specification complete all as specified and directed by Engineer-in-Charge.

100 mm Butt hinges, medium weight, cold rolled stainless steel, and fixed with screws or with welding to existing MS frames complete all as specified and directed by Engineer-in-Charge.

Aluminium anodised,barrel tower bolts of extruded section with length of bolt 150 mm and dia of bolt not less than 10 mm,ISI marked complete all as specified and directed by Engineer-in-Charge

125 mm long extruded Aluminium alloy handles powder coated fabricated type complete all as specified and directed by Engineer-in-Charge.

Rolled mild steel in Joist, channel, angle, or tee sections,fixed independently, without connecting plates and fixing complete conforming to Fe-410 (Gde E-250) complete for tank base etc all as as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs Vitreous China Wash down water closet (Pedestal pattern), white including plastic seat cover white and PVC P or S trap and connection to outgoing pipe ,flushing pipe,anti syphonage pipe and jet complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs vitreous china wash hand basin with pedestal white flat back of size 550x440mm including CI brackets , chromium plated waste coupling, waste pipe etc., (incl all waste fittings) complete all as specified and directed by Engineer-in-Charge.

10 ltr capacity PVC valveless, syphonic action dual flush type flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, 32 mm dia flush pipe complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs 15 mm Gun-metal gate valves,painted finish,with forged brass spindle and iron wheel head,internally IS-778 marked,Class -2 screwed both ends for iron pipe suitable for 25mm bore pipe or union complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs 20 mm Gun-metal gate valves,painted finish,with forged brass spindle and iron wheel head,internally IS-778 marked,Class -2 screwed both ends for iron pipe suitable for 25mm bore pipe or union complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs type stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, all as specified, of 15mm bore, fancy type, chromium plated with long shank and cup (Concealed type) complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs fancy type stop valves/Angle valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, all as specified, of 15mm bore, fancy type, chromium plated with long shank and cup complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs 15 mm fancy type chromium plated fancy type bib tap brass long body with flange screwed down high pressure CP cast copper alloy with crutch or butterfly handles screwed down suitable for 15mm bore pipe or union complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs 15 mm fancy type chromium plated fancy type Pillar taps, 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 and fixed complete all as specified and directed by Engineer-in-Charge.

Supply and fixed in repair Brass chromum plated wall mixer for mixing hot and cold water fancy type with screwed down for 15mm dia iron pipe complete all as specified and directed by Engineer-in-Charge.

Supply and fixed in repair brass chromium plated, tubular towel rail, 20mm dia, 60cm long between flanges complete all as specified and directed by Engineer-in-Charge.

Supplying and fixing in repairs Fancy type swivel shower chromium plated 15 mm dia, 195 mm long with a bend of 45 degrees with flange of CP as specified and directed by Engineer in Charge.

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

Supplying and fixing in repairs waste pipe 32 mm dia,800 mm long flexible for Sink and WHB complete all as specified and directed by Engineer-in-Charge.

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

Stainless steel grating 100 mm dia with locking system complete all as specified and directed by Engineer-in-Charge.

Steel water tubes, 50 mm bore, medium grade, galvanized, as in spout for sunken floor, fixed in wall, inside end fixed with wire netting and external beveled edge at 45 degree, complete all as specified and directed by Engineer - in -Charge.

Tubes 15 mm 'medium grade'galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors on walls including clamps complete all as specified and directed by Engineer-in-Charge.

Tubes 20 mm 'medium grade'galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors on walls including clamps complete all as specified and directed by Engineer-in-Charge.

Refixing only Tubes 15 mm 'medium grade'galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors on walls including clamps complete all as specified and directed by Engineer-in-Charge.

Refixing only Tubes 20 mm 'medium grade'galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors on walls including clamps complete all as specified and directed by Engineer-in-Charge.

GI tank nipple cast iron suitable for HDPE water tank (Minimum weight 38gms) complete diameter 15 mm bore complete all as specified and directed by Engineer-in-Charge.

GI tank nipple cast iron suitable for HDPE water tank (Minimum weight 38gms) complete diameter 20 mm bore complete all as specified and directed by Engineer-in-Charge.

75mm bore, PVC (SWR) pipes with pressure rating not less than 6 Kg/sqcm,single socketed, in any length with rubber ring joints, fixed to walls with and including MS clamps made out of flat iron of size 25 mm x 3 mm including nuts,bolts complete all as specified and directed by Engineer-in-Charge.

110 mm bore, PVC (SWR) pipes with pressure rating not less than 6 Kg/sqcm single socketed, in any length with rubber ring joints, fixed to walls with and including MS clamps made out of flat iron of size 25 mm x 3 mm including nuts,bolts complete all as specified and directed by Engineer-in-Charge.

75mm bore, PVC (SWR) pipes with pressure rating not less than 6 Kg/sqcm,single socketed, in any length with rubber ring joints laid in trenches complete all as specified and directed by Engineer-in-Charge.

110 mm bore, PVC (SWR) pipes with pressure rating not less than 6 Kg/sqcm single socketed, in any length with rubber ring joints, laid in trenches complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) 110 mm bore P trap including jointing to waste pipe in fixed in repair complete all as specified and directed by Engineer in Charge.

PVC (SWR) floor trap, plain with grating including jointing with solvent cement 75 mm bore including jointing to waste pipe in cement concrete type B-1 (1:2:4) fixed in repair laid in trenches complete all as specified and directed by Engineer in Charge.

PVC(SWR) bends (any radius), for 75 mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.

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

PVC (SWR) junction double,(double T), equal or unequal for 75 mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) junction double,(double T), equal or unequal for 110 mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) junction single,(Single T) equal or unequal for 75 mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) junction single,(Single T) equal or unequal for 110 mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.

Note: For the purpose of arriving at Net contract sum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 1,36,730.00 shall be deducted from the total amount arrived.

Total of Schedule 'A' Rs.

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