BCD Schedule of Rates 2016

Bihar Construction Department

Schedule of Rates 2016

 

BCD SOR 2016

SRIN DESCRIPTIONUNITRate
in
Figure
Rs. P.
2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m disposed soil to be leveled and neatly dressed :All Kinds of soil100
Sqm
3274.4
2.2.1Earth work in rough excavation, banking excavated earth in layer not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and duide banks or filling up ground depressions lead upto 50 m and lift up to 1.5m : All kinds of soilCu.M248.4
2.3.1Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up ; in embankments for roads, flood bank, marginal banks, and guide banks etc. lead upto 50 m and lift upto 1.5 m : All kinds of soilCum159
2.3.1 -
2.4
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up ; in embankments for roads, flood bank, marginal banks, and guide banks etc. lead upto 50 m and lift upto 1.5 m : All kinds of soil : Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.Cum156.1
2.4Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.Cum2.9
2.5Deduct for not watering the excavated earth for banking.Cum10.7
2.6.1Earthwork in excavation over areas ( exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soilCum225.4
2.7.1Earth work in excavation over areas (exceeding 30 cm in depth, 1.5 in width as well as 10 sqm on plan ) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed arth to be levelled and neatly dressed :Ordinary rockCum336.8
2.7.2Earth work in excavation over areas (exceeding 30 cm in depth, 1.5 in width as well as 10 sqm on plan ) including disosal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed arth to be levelled and neatly dressed :Hard rock (requiring blasting )Cum453.8
2.7.3Earth work in excavation over areas (exceeding 30 cm in depth, 1.5 in width as well as 10 sqm on plan ) including disosal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed arth to be levelled and neatly dressed :Hard rock (blasting prohibited)Cum721.6
2.8.1Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soilCu.M230.5
2.8.1+
2.26
Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil : Filling available excavated earth (excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead upto 50M and lift upto 1.5M.Cu.M305
2.8.1+
2.27.1
Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil :Extra for ecery additional lift of 1.5m or part thereof in: All kinds of soilCu.M259.7
2.8.1+
2.27.1+
2.27.1
Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil :Extra for ecery additional lift of 1.5m or part thereof in: All kinds of soil :Extra for ecery additional lift of 1.5m or part thereof in: All kinds of soilCu.M288.9
2.9.1Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1.5 m , including getting cut the excavated soil and disosal of surplus excavated soils as directed, within a lead of 50 m : Ordinary rockCu.M372
2.9.2Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1.5 m , including getting cut the excavated soil and disosal of surplus excavated soils as directed, within a lead of 50 m : Hard rock (requiring blasting)Cu.M502.6
2.9.3Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1.5 m , including getting cut the excavated soil and disosal of surplus excavated soils as directed, within a lead of 50 m : Hard rock (Blasting Prohibited)Cu.M745.3
2.10.1.1Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed , within a lead of 50 m:All kinds of soil:Pipes, cables etc, not exceeding 80 mm dia.M144.1
2.10.1.2Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed , within a lead of 50 m:All kinds of soil:Pipes, cables etc. exceeding 80 mm dia . But not exceeding
300mm dia.
M235.4
2.10.1.3Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed , within a lead of 50 m:All kinds of soil:Pipes , cables etc. exceeding 300m dia.M367.5
2.11Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5 m , but not exceeding 3 m.(Rate is over
corresponding basic item for depth upto 1.5 meter.)
M131.6
2.12Extra for excavating trenches for pipes, cables etc.in all kinds of soil exceeding 3 m in depth , but not exceeding 4.5 m.(Rate is over
corresponding basic item for depth upto 1.5 meater.)
M337
2.13.1.1Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Ordinary rock :Pipes, cables etc. not exceeding 80 mm dia
M211.3
2.13.1.2Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Ordinary rock :Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia
M523.3
2.13.1.3Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Ordinary rock :Pipes, cables etc exceeding 300 mm dia
M602.3
2.13.2.1Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Hard rock (requiring blasting):Pipes, cables etc. not exceeding 80 mm dia.
M275.5
2.13.2.2Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Hard rock (requiring blasting):Pipes, cablets etc. exceeding 80 mm dia, but not exceeding 300 mm dia.
M682.2
2.13.2.3Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Hard rock (requiring blasting):Pipes,cables tec. Exceeding 300 mm dia.
M785.2
2.13.3.1Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Hard rock (blasting prohibited):Pipe, cables etc. not exceeding 80 mm dia.
M387.8
2.13.3.2Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Hard rock (blasting prohibited):Pipes, cables etc. exceeding 80 mm dia. But not exceeding
300 mm dia.
M960.1
2.13.3.3Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the
excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:Hard rock (blasting prohibited):Pipes, cables etc. exceeding 300 mm dia.
M1105.2
2.14Extra for excavating trenches for pipes, cables, etc.in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 metre.)M102.7
2.15Extra for excavating trenches for pipes, cables, etc.in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item. For depth upto 1.5 metre.)M254.3
2.16.1Close timbering in trenches including strutting. Shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m.Sqm108.6
2.16.2Close timbering in trenches including strutting. Shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 m.Sqm111.8
2.16.3Close timbering in trenches including strutting. Shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered):Depth exceeding 3m but not exceeding 4.5 mSqm120
2.17.1Close timbering in case of shafts, wells, cesspits,mannoies and the like including strutting, shoring and packing cavities (wherever required) complete (Measurements to.be taken of the face area timbered):Depth not exceeding 1.5 m.Sqm111.2
2.17.2Close timbering in case of shafts, wells, cesspits,mannoies and the like including strutting, shoring and packing cavities (wherever required) complete (Measurements to.be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 mSqm119.5
2.17.3Close timbering in case of shafts, wells, cesspits,mannoies and the like including strutting, shoring and packing cavities (wherever required) complete (Measurements to.be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 mSqm128.1
2.18.1Close timbering over areas including strutting, shoring and packing,cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m.Sqm96.2
2.18.2Close timbering over areas including strutting, shoring and packing,cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m.but not exceeding 3 mSqm100.6
2.18.3Close timbering over areas including strutting, shoring and packing,cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 m.Sqm105.5
2.19Extra for planking, strutting and packing materials for cavities i(in close timbering) if required to be left permanently in position (Face area of timber permanently left to be measured)Sqm1451
2.20.1Open timbering in trenches including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m.Sqm56
2.20.2Open timbering in trenches including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m.but not exceeding 3 mSqm58.5
2.20.3Open timbering in trenches including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4. m.Sqm62.4
2.21.1Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered):Depth not exceeding 1.5 mSqm47.5
2.21.2Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 mSqm51.3
2.21.3Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 mSqm56.3
2.22.1Open timbering over areas including strutting, shoring and use and waste of raking shores, complete (Measurements to be taken of the
face area timbered):Depth not exceeding 1.5
Sqm32.4
2.22.2Open timbering over areas including strutting, shoring and use and waste of raking shores, complete (Measurements to be taken of the
face area timbered):Depth exceeding 1.5 m but not exceeding 3 m
Sqm35.2
2.22.3Open timbering over areas including strutting, shoring and use and waste of raking shores, complete (Measurements to be taken of the
face area timbered):Depth exceeding 3 m but not exceeding 4.5 m
Sqm39.6
2.23Extra for planking and strutting in open timbering if required to be left permanently in position (face area of the timber permanently left to be measured).Sqm747.5
2.25Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.KI68.5
2.26Filling available excavated earth (excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead upto 50M and lift upto 1.5M.Cu.M74.5
2.27.1Extra for ecery additional lift of 1.5m or part thereof in: All kinds of soilCu.M29.2
2.27.2Extra for ecery additional lift of 1.5m or part thereof in: Ordinary or hard rockCu.M52.4
2.28Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.Cu.M204.4
2.29.1Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m : All kinds of soil% Sq.M806
2.31.1Excavating holes upto 0.5 cum including getting out the excavated soil, then refurning the soil as required in layer not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m: All kinds of soilPer
Hole
70.2
2.31.3Excavating holes upto 0.5 cum including getting out the excavated soil, then refurning the soil as required in layer not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m:Ordinary rockPer
Hole
113.1
2.31.4Excavating holes upto 0.5 cum including getting out the excavated soil, then refurning the soil as required in layer not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m: Hard rock (rquiring lasting)Per
Hole
151.2
2.31.5Excavating holes upto 0.5 cum including getting out the excavated soil, then refurning the soil as required in layer not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m: Hard rock (Blasting prohibited)Per
Hole
223.9
2.32Clearing jungle including uprooting of rank vegetation ,grass,bush wood ,treesand sampling of girth upto 30 cm measured at aheight of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared% Sq.M414.4
2.33Clearing grass and removal of the rubbish upto a distance of 50 moutside the periphery of the area cleared.% Sq.M212.7
2.34.1Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and
stacking of serviceable material and disposal of unserviceable material:Beyond 30cm girth upto and including 60 cm girth
Tree128.9
2.34.2Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and
stacking of serviceable material and disposal of unserviceable material:Beyond 60cm girth upto and including 120 cm girth
Tree565.6
2.34.3Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and
stacking of serviceable material and disposal of unserviceable material:Beyond 120cm girth upto and including 240 cm girth
Tree2603.4
2.34.4Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and
stacking of serviceable material and disposal of unserviceable material:Above 240 cm girth
Tree5229
2.35.1Supplying chemical emulsion in sealed containers including delivery as specified: Chlorpyriphos/ Lindone emulsifiable concentrate of 20%Litre195.4
2.37.1.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termites' treatment (including the cost of chemical emulsion):Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters/sqm of the vertical surface of the substructure to a depth of 300 mm includingexcavatin channel along the wall & rodding etc. complete: With chlorpyriphos/Lindone E.C. 20% with 1% concentrationM32.7
2.37.2.1Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: With Chlorpyriphos / Lindance E.C 20% with 1% concentration.M39.1
2.37.3.1Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12mm diameter holes with cement mortar 1:2)1cement : 2 coarse sand) to match the existing floor. With Chlorpyriphos EC 20% with 1% concentration.Sq.M186.7
2.37.4.1Treatment of existing masonry using chemical emulsion@ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2(1 cement:2 coarse sand) to the full depth of the hole. With chlorpyriphos EC 20% with 1% concentrationSq.M45.6
2.37.5Treatment at points of contact of wood work by chemical emulsion chloride, (in oil or kerosene based solution)R 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same.M222.8
2.38Deduct for disposed soil not levelled and neatly dressed.Cu.M22.5
2.39Supply and stacking of Fly ash conforming to IRC- 58 at site,excluding carriage,loading , unloading & stacking up to any lead (measured stacks will be reduced by20% for payment).Cu.M9.5
2.4Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm),
with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer – incharge, including compacting each layer by rolling/ ramming and
watering , all complete as per drawing and direction of Engineer -in - charge.
Cu.M74.5
4.1.1Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:1:2 ( 1 cement: 1 coarse sand:2 graded stone aggregate 20 mm nominal size)Cu.M5871.6
4.1.2Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)Cu.M4373.2
4.1.3Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)Cu.M3850.5
4.1.4Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 40 mm nominal size)Cu.M3740.2
4.1.5Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)Cu.M3174.3
4.1.6Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)Cu.M3030.2
4.1.8Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1.4.8 (1 Cement :4 coarse sand :8 graded stone agregate 40 mm nominal size)Cu.M2670.6
4.1.10Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:5:10(1 Cement :5 coarse sand:10 graded stone aggregate 40 mm nominal size)Cu.M2111.7
4.2.1Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars,post. struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plin
window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:1:1:2 (1 Cement:1 coarse sand : 2 graded stone aggregate 20 mm nominal size)
Cu.M5662.5
4.2.2Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars,post. struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plin window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:1:1.5:3(1 Cement: 1:5 coarse sand : 3 graded stone aggregate 20 mm nominal size)Cu.M5114.7
4.2.3Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars,post. struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plin
window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:1:2:4 (1 Cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size)
Cu.M4569
4.2.4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars,post. struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plin
window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:1:2:4(1 Cement :2 coarse sand :4 graded stone aggregate 40 mm nominal size)
Cu.M4458.7
4.2.5Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars,post. struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plin
window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)
Cu.M3444.5
4.2.6Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars,post. struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plin
window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:1:3:6 (1 Cement :3 coarse sand:6 graded stone aggregate 40 mm nominal size)
Cu.M3309.6
4.3.1Centring and shuttering including strutting, propping etc.and removal or form work for Foundations,footings, bases ColumnsSq.m168.7
4.3.2Centring and shuttering including strutting, propping etc.and removal or form work for Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets
etc.
Sq.m424
4.3.3Centring and shuttering including strutting, propping etc.and removal or form work for Columns, piers.abutments, pillars,posts and strutsSq.m344.4
4.4.1Providing and laying cement concreate in kerbs, steps and the like at or near ground level excluding the cost of centring,shuttering and finishing:1:2:4 (1 Cement :2 coarse sand :4 grade stone aggregate 20 mm nominal size)Cu.M3850.5
4.4.2Providing and faying cement concreate in kerbs, steps and the like at or near ground level excluding the cost of centring,shuttering and finishing:1:3:6 (1 Cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)Cu.M3174.3
4.5.1Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates,anchor blocks, plain window sills, shelves, louvers, steps,stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete:1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).Cu.M5718.4
4.5.2Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates,anchor blocks, plain window sills, shelves, louvers, steps,stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size).
Cu.M5111.3
4.5.3Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates,anchor blocks, plain window sills, shelves, louvers, steps,stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size).
Cu.M4325.8
4.6.1Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required
centering, shuttering complete:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size).
Cu.M3408
4.7.1Providing and fixing up to floor five level precast cement concrete solid block,including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).Cu.M5736.5
4.8.1Providing and fixing up to floor five level precast cement concrete hollow block,including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete:1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mmnominal size).
Cu.M5047.1
4.11Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size)Sq.M251.2
4.12Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers.Per 50 kg. cement46.58
4.13Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg. per square metre on damp oroof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.Sq.M105.4
4.14Extra for concrete work in superstructure above floor V level for each four floors of part thereof.Cu.M383.6
4.15Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete (The quantity will be calculated by
multiplying the depth measured form the sub-soil water level upto centre of graity of concrete under sub-soil water water level with quantity of concrete in cum executed uder sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.)
Cu.M per M depth293
4.16Extra for laying conrete in or under foul positions.Cu.m111.2
4.17Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
Sq.m359.8
4.19Extra for using 12.5/10 mm nominal size graded/single size stone aggregate instead of 20 mm nominal size graded stone aggregate in cement concrete/reinforced cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)Cu.m53.6
5.1.1Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level: 1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size)Cu.M6035.2
5.1.2Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level :
1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
Cu.M4530.3
5.1.3Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level : 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)( Foundation, Band at P.L.& S.Tank Cover)Cu.M3984.5
5.2.1.Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:1:2 (1cement :1 coarse sand : 2 graded stone aggregate 20m nominal size)Cu.M6644.6
5.2.1.+
5.30
Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:1:2 (1cement :1 coarse sand : 2 graded stone aggregate 20m nominal size) : Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.Cu.M6665.3
5.2.2.Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1cement :1.5 coarse sand : 3 graded stone aggregate 20m nominal size) ( Column)Cu.M5139.7
5.2.2.+
5.30
Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1cement :1.5 coarse sand : 3 graded stone aggregate 20m nominal size) ( Column) :Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections.Cu.M5160.4
5.2.3.Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:2:4 (1cement :2 coarse sand : 4 graded stone aggregate 20m nominal size)( Stiffner)Cu.M4593.9
5.3Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size.) ( Shelves)Cu.M4671.8
5.3+
5.33B.4
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size.) ( Shelves):Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-15 grade R.C.C. instead of M-20 grade R.C.C.Cu.M5124.9
5.4Providing and laying upto floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size).Cu.M4444.3
5.5Reinforced cement concrete work in arhes, archribs, domes, vaults,shells, folded plate and roofs having slope more than 150 upto floor five level excluding the cost of centring. Shuttering. Finishing and reinforement with 1:2:4(1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)Cu.M4850.8
5.6Reinforced cement concrete work in chimnys shafts, upto floor five level excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)Cu.M4660.3
5.7Reinforced cement concrete work in well-steining excluding the cost of centrin, shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)Cu.M3870.9
5.8Reinforced cement concrete work in Vertical and Horizontal fins individually or forming box louvers, facias and eaves boards upto floor
five level eciuding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement:1.5coarse sand: 3graded stone aggregate 20mm nominal size)
Cu.M4879
5.9.1Centring and shuttering including strutting, propping etc. and removal of form for: foudations, footings, bases of columns etc. for mass concrete.Sq.m169
5.9.2Centring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters.
Butteresses, plinth and string courses etc.
Sq.m262.3
5.9.3Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balconies and access platform.Sq.m291
5.9.4Centring and shuttering including strutting, propping etc. and removal of form for: Shelves (Cost in situ)Sq.m291
5.9.5Centring and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth bams, griders, bressumers and
contilevers.
Sq.m261.7
5.9.6Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and StrutsSq.m357.6
5.9.7Centring and shuttering including strutting, propping etc. and removal of form for: Stairs,(excluding landings) except spiral-staircaces.Sq.m328.9
5.9.8Centring and shuttering including strutting, propping etc. and removal of form for: Spiral staircases (including landing)Sq.m283.4
5.9.9Centring and shuttering including strutting, propping etc. and removal of form for: Arches,domes,vaults upto 6m spanSq.m820.1
5.9.10Centring and shuttering including strutting, propping etc. and removal of form for: Extra for arches,domes, vaults exceeding 6 m spanSq.m262.6
5.9.11Centring and shuttering including strutting, propping etc. and removal of form for: Chimneys and shaftsSq.m432.5
5.9.12Centring and shuttering including strutting, propping etc. and removal of form for: Well steiningSq.m243.3
5.9.13Centring and shuttering including strutting, propping etc. and removal of form for: Vertical and horizontal fins individually or forming box
louvers band, facias and eaves boards
Sq.m446.1
5.9.14Centring and shuttering including strutting, propping etc. and removal of form for: Extra for shuttering in circular work (20% of respective
centring and shuttering items)
Sq.m20.2
5.9.15Centring and shuttering including strutting, propping etc. and removal of form for: Small lintels not exceeding 1.5 m clear span, mouldings as in cornoces, window sills, string, courses, bands, copings,bed plates, anchor blocks and the like.Sq.m183.2
5.9.16.1Centring and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walis-Under 20 cms wideSq.m83.5
5.9.16.2Centring and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walis-Above 20cm wideSq.m393.2
5.9.17Centring and shuttering including strutting, propping etc. and removal of form for: Cornices and mouldingsSq.m443.4
5.9.18Centring and shuttering including strutting, propping etc. and removal of form for: Small surfaces such as cantilever ends,brackets and ends of steps, caps and bases to pilasters and columns and the likeSq.m381.3
5.9.19Centring and shuttering including strutting, propping etc. and removal of form for: Weather shade,Chajjas, corbels etc. including edgesSq.m395.6
5.9.20Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform with water proofply 12 mm thick.Sq.m392.7
5.9.21Centring and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and
cantilevers with water proof ply 12 mm thick.
Sq.m371.8
5.10.1Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer-in charge:12 mm dia & 100 mm lengthSets147.4
5.10.2Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer-in charge:12 mm dia & 150 mm lengthSets159.6
5.10.3Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer-in charge:20 mm dia & 150 mm lengthSets153.2
5.10.4Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer-in charge:12 mm dia & 225 mm lengthSets170.8
5.11.1Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shutering and de centring at all levels over a height of 3.5 m ,for every additional height of 1 metre or part thereof (Plan area to be measured): Suspended floors, roots, laning, beams and balconies (Plan area to be measured)S.qm113.5
5.12Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates,
anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Cu.m5224.3
5.13Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span up to floor five level,including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).Cu.m6622.3
5.14Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc.
including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Cu.m7335
5.15Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in lintels, beams and bressumers including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but excluding the cost of reinforcement with,1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).Cu.m6174.1
5.16Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarsesand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).Cu.m9581.5
5.17Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in vertical & horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement : 2 coarse sand),including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).Cu.m5237.8
5.18.1Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits:50 mm thickSq.m571.4
5.18.2Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits:40 mm thickSq.m500
5.18.3Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits:25 mm thickSq.m463.4
5.19Encasing rolled steel sections, in beams and columns, with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size),including centering and shuttering complete but
excluding cost of reinforcement.
Cu.M6585.3
5.21Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25 mm wide 1:6 mm thich weighing 3.64 kg. er sqm for encasing of roiled steel sections in beams, columns and grillages excluding cost of hangersCu.M391.5
5.22.1Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.00 mm diaKG54.3
5.22.1AReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 5.5 mm diaKG54.4
5.22.1BReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.00 mm diaKG54.3
5.22.1CReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.5 mm diaKG54.1
5.22.1DReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 7.00 mm diaKG53.9
5.22.1EReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 8.00 mm diaKG53.7
5.22.1FReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 10.00 mm diaKG54.4
5.22.1GReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 12.00/12.7 mm diaKG54.4
5.22.7Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 20mm dia.KG53.6
5.22.7AReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 8mm dia.KG56
5.22.7BReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 10mm dia.KG54.7
5.22.7CReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 12mm dia.KG53.4
5.22.7DReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 16mm dia.KG54.4
5.22.7EReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 20 mm dia.KG53.6
5.22.7FReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 25 mm dia.KG53.6
5.22.7GReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 28 mm dia.KG53.6
5.22.7HReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 32 mm dia.KG53.6
5.23Extra for RCC work in superstructure above floor V level for each four floors or part thereof.Cu.m383.6
5.24Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2(1 cement:2 coarse sand) including a floating coat of neat cement and protecting the surface with a layer of 7.5cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same.Sq.m65.2
5.25Providing and fixing in position copper plate as per design for expansion joints.KG337.7
5.26Providng and filling in position, blown bitumen in expansion joints.100 m (Length)x1 cm (wide)x
1 cm (depth)
544.4
5.27Providng and filling in position, blown bitumen in expansion joints.101 m (Length)x1 cm (wide)x
1 cm (depth)
173.29
5.28Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing
compound in expansion joints.
102 m (Length)x1 cm (wide)x
1 cm (depth)
445
5.29.1.1Providng and fixing sheet covering over expansion joints with iron screws as per design to match the colour/shade of wall treatment:Asbestos sheet 6 mm thick:150 mm wideM101.8
5.29.1.2Providng and fixing sheet covering over expansion joints with iron screws as per design to match the colour/shade of wall treatment:Asbestos sheet 6 mm thick:200 mm wideM136.6
5.29.2.1Providng and fixing sheet covering over expansion joints with iron screws as per design to match the colour/shade of wall treatment:Aluminium fluted strips 3.15 mm thick:150 mm wideM322.5
5.29.2.2Providng and fixing sheet covering over expansion joints with iron screws as per design to match the colour/shade of wall treatment:Aluminium fluted strips 3.15 mm thick:200 mm wideM451.9
5.3Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.M20.7
5.31Extra for laying reinforced cement concrete in or under water and/or liquid mud including cost or pumping or bailing out water and removing slush etc. complete. (Rate same as per item No, 4.29) Note:-The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1 m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions.Cu.m293
5.32Extra for laying reinforced cement concrete in or under foul positions.Cu.m111.2
5.33A.1Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth levelCu.m4533.3
5.33A.1+
5.33.B1
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:Add or deduct for providing richer or leaner mixes respectively at all floor levels: Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.Cu.m4727.5
5.33A.2.1Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Walls columns, pillars, posts cind strutsCu.m4860.5
5.33A.2.1+
5.33B1
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Walls columns, pillars, posts cind struts: Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.Cu.m5054.7
5.33A.2.2Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.Cu.m5083.8
5.33A.2.2+
5.33B.1
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.:Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.Cu.m5278
5.33A.2.2 -
5.33B.4
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-15 grade R.C.C. instead of M-20 grade R.C.C.Cu.m4630.7
5.33A.3Extra for R.C.C work above floor V level for each four floors or part thereof.Cu.m383.6
5.33B.1Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.Cu.m194.2
5.33B.2Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-30 grade R.C.C. instead of M-20 grade R.C.C.Cu.m266.1
5.33B.3Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-35 grade R.C.C. instead of M-20 grade R.C.C.Cu.m323.67
5.33B.4Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-15 grade R.C.C. instead of M-20 grade R.C.C.Cu.m453.1
5.33.1Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete,improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate, reinforcement, durability as per direction of Engineer-incharge.
Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or
recoverable separately: All work upto plinth level.
Cu.m4621.5
5.33.2Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete,improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate, reinforcement, durability as per direction of Engineer-incharge.
Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or
recoverable separately: All work above Plinth level upto floor V Level.
Cu.m5102.3
5.34.1Add or deduct for providing richer or leaner mixes respectively at all floor levels:Providing M-30 grade concrete by using 340kg /m3 of
Cement per cum of concrete instead of M-25 grade B.M.C./RMC
Cu.m76.6
5.34.2Add or deduct for providing richer or leaner mixes respectively at all floor levels:Providing M-35 grade concrete by using 350kg /m3 of
Cement per cum of concrete instead of M-25 grade B.M.C./RMC
Cu.m153.3
5.34.3Add or deduct for providing richer or leaner mixes respectively at all floor levels:Providing M-40 grade concrete by using 360kg /m3 of
Cement per cum of concrete instead of M-25 grade B.M.C./RMC
Cu.m226.7
5.35Add for using extra cement in the items of design mix over and above the specified cement content therein.Quintal719.3
5.37.1Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10kms having continuous agitated mixer,manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete by using 330 kg of cement per cum of concrete: All works up to Plinth levelCu.m5010.2
5.37.2Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10kms having continuous agitated mixer,manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete by using 330 kg of cement per cum of concrete:All works above Plinth level up to floor five level.Cu.m5867.7
5.38Extra for R.C.C/ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.Cu.m176
5.41.1Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge: Non pigmented wet curing compound.Sq.m85.2
5.41.2Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge: Pigmented wet curing compound.Sq.m99.8
5.42.1/
5.51.1
Providing and fixing tapered / parallel threaded couplers conforming to IS code on Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement – Specification, to reinforcement bars including threading,enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to
complete the works as per direction of Engineer-in-Charge . (The length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made): Coupler for 16 mm diameter reinforcement bar.
Each126.3
5.42.2/
5.51.2
Providing and fixing tapered / parallel threaded couplers conforming to IS code on Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement – Specification, to reinforcement bars including threading,enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to
complete the works as per direction of Engineer-in-Charge . (The length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made): Coupler for 20 mm diameter reinforcement bar.
Each171.6
5.42.3/
5.51.3
Providing and fixing tapered / parallel threaded couplers conforming to IS code on Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement – Specification, to reinforcement bars including threading,enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to
complete the works as per direction of Engineer-in-Charge . (The length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made): Coupler for 25 mm diameter reinforcement bar.
Each237.8
5.42.4/
5.51.4
Providing and fixing tapered / parallel threaded couplers conforming to IS code on Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement – Specification, to reinforcement bars including threading,enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to
complete the works as per direction of Engineer-in-Charge . (The length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made):Coupler for 28 mm diameter reinforcement bar.
Each328.1
5.42.5/
5.51.5
Providing and fixing tapered / parallel threaded couplers conforming to IS code on Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement – Specification, to reinforcement bars including threading,enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to
complete the works as per direction of Engineer-in-Charge . (The length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made): Coupler for 32 mm diameter reinforcement bar.
Each381.2
5.43.1/
5.52.1
Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm: 200 mm wide.M582.5
5.43.2/
5.52.2
Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm: 300 mm wide.M851.1
5.44.1Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to
accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered selfcentering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere ends that lock Providing and fixing tapered / parallel threaded couplers conforming to : Floor Joint of 100 mm gap
M6614.6
5.44.2Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to
accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered selfcentering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere ends that lock Providing and fixing tapered / parallel threaded couplers conforming to : Floor Joint of 150 mm gap
M7270.7
5.44.3Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to
accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered selfcentering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere ends that lock Providing and fixing tapered / parallel threaded couplers conforming to : Floor Joint of 200 mm gap
M7804.7
5.45.1Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members, self
aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System.
The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063):Wall Joint of 100 mm gap.
M5271.8
5.45.2Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members, self
aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System.
The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063):Wall Joint of 150 mm gap.
M5683.8
5.45.3Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members, self
aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System.
The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063):Wall Joint of 200 mm gap.
M6095.7
5.46.1Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and
direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommo-dating multidirectional seismic movement without stress to its components.System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions.The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement.
M6614.6
The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement.Material shall confirm to ASTM 6063:Roof Joint of 100 mm gap.
5.46.2Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and
direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommo-dating multidirectional seismic movement without stress to its components.System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions.The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement.
M7025.5
The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement.Material shall confirm to ASTM 6063:Roof Joint of 150 mm gap.
5.46.3Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and
direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommo-dating multidirectional seismic movement without stress to its components.System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions.The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement.
M7316.5
The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement.Material shall confirm to ASTM 6063::Roof Joint of 200 mm gap.
5.47.1Providing and fixing in position factory made precast RCC M-40 doors and windows frames having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing
suitable arrangement for recieving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in charge. (The cost of hold fast and cc block of 1:3:6 mix is also included in the item.) The frame shall be measured in running meter correct to two places of decimal :Door frame 125 mm x 60 mm.
M421.5
5.47.2Providing and fixing in position factory made precast RCC M-40 doors and windows frames having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing
suitable arrangement for recieving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in charge. (The cost of hold fast and cc block of 1:3:6 mix is also included in the item.) The frame shall be measured in running meter correct to two places of decimal :Door frame 100 mm x 60 mm.
M392.3
5.47.3Providing and fixing in position factory made precast RCC M-40 doors and windows frames having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing
suitable arrangement for recieving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in charge. (The cost of hold fast and cc block of 1:3:6 mix is also included in the item.) The frame shall be measured in running meter correct to two places of decimal :Door frame 85 mm x 60 mm.
M377.3
5.48.1Providing and laying Reinforced cement concrete for construction of piers,abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all locations with specified grade using Ordinary Portland Cement (conforming to
strength requirement of IS:8112) including the cost of steel centering and shuttering etc. complete including testing of materials etc. for
casting pier & pier cap in one/two stage, necessary tools, plants,machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Cement content considered in this item is 480 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately:Reinforced Cement Concrete M50.
Cu.M5601.5
5.48.2Providing and laying Reinforced cement concrete for construction of piers,abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all locations with specified grade using Ordinary Portland Cement (conforming to
strength requirement of IS:8112) including the cost of steel centering and shuttering etc. complete including testing of materials etc. for
casting pier & pier cap in one/two stage, necessary tools, plants,machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Cement content considered in this item is 480 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately:Reinforced Cement Concrete M60.
Cu.M6910.2
5.48.3Providing and laying Reinforced cement concrete for construction of piers,abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all locations with specified grade using Ordinary Portland Cement (conforming to
strength requirement of IS:8112) including the cost of steel centering and shuttering etc. complete including testing of materials etc. for
casting pier & pier cap in one/two stage, necessary tools, plants,machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Cement content considered in this item is 480 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately:Extra for using M50/M60 grade self-compacting Reinforced Cement Concrete.
Cu.M612.8
5.49.1Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix
reinforced cement concrete, tramie controlled, of M 30 grade using minimum 400 kg. cement per cum of concrete including providing and
mixing required admixtures in recommended proportions as per IS :9103, as approved by the Engineer-in-charge, for achieving 150-200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in pannels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud,in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc.,
Cu.M11756.1
providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc.including filling the depression/ cavities with sound concrete etc.complete and as directed by the Engineer-in-charge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approveddesign and as directed by the Engineer-in- charge, .but excluding the cost of reinforcement and inserts. (rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & :Excess/less cement used for design mix including the extra cement required for under water concreting is payable / recoverable separately.
6.1.12ABrick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand)Cu.M4724.4
6.1.12A + 6.3ABrick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand) brick work in super structure above plinth level upto floor VCu.M5237.7
6.1.14ABrick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)Cu.M4490.6
6.1.14A +
6.3A
Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) brick work in super structure above plinth level upto floor VCu.M5003.9
6.1.14A +
6.3A+
6.4A
Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) brick work in super structure above plinth level uto floor V :Extra for brick work in super structure above floor V level for each four floors or part thereof.Cu.M5387.5
6.1.14A +
6.4A
Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) :Extra for brick work in super structure above floor V level for each four floors or part thereof.Cu.M4874.2
6.3AExtra for brick work in super structure above plinth level upto floor VCu.M513.3
6.3CExtra for brick work in super structure above plinth level upto floor VCu.M513.3
6.4AExtra for brick work in super structure above floor V level for each four floors or part thereof.Cu.M383.6
6.11AExtra for forming cavity 5 cm to 7.5 cm wide in cavity wall with necessary weep and vent holes including use of cores and cast of providing and fixing bitumanstic coated m.s. toles 300 mm long of 25 mm x 3 mm section at not less thn 3 tiles per sqm as per approved design.Sq.M76.6
6.12AProviding half brick masonary with bricks of class designation 100A in cement mortar 1:3
( 1 cement :3 coarse sand ) in superstructure for closing cavity 5 to 7.5 cm wide bitumen felt type 3 grade 1
M165.3
6.13ABrick work 7cm thick with brick of class designation 100A cement mortar 1:3 (1cement : 3 coarse sand )in super structureSq.M426.6
6.13A+
6.19.A
Brick work 7cm thick with brick of class designation 100A cement mortar 1:3 (1cement : 3 coarse sand )in super structure :Extra for half brick masonary in superstructure above plinth level upto floor V Level : Extra for half brick masonary in superstructure above plinth level upto floor V Level.Sq.M479.9
6.13A+
6.21A
Brick work 70 mm thick with brick of class designation 100A cement mortar 1:3 (1cement : 3 coarse sand )in super structure : Extra for providing and placing in position 2 Nos .6 mm dia. MS bars at every third course of half brick masonry (with F.P.S.bricks)Sq.M482
6.15ABrick work in plain arches in superstructure including centring and shuttering complete for span upto 6 metres with bricks of class
designation 100A in cement mortar 1:3(1 cement:3 coarse sand )
Cu.m7164.7
6.16.ABrick work in gauged arches in superstructure in cement mortar 1:3 (1 cement:3 coarse sand) including centring and shutierning complete.Span upto 6 metres withCu.m8370.4
6.17AExtra for additionaLcost of centring for arches exceeding 6 mspan including all shuttering , Bolting , wedging and removaL(Area of the soffit to be measured ).Cu.m267.4
6.18.3 AHalf brick masonary with bricks of class designation 100A in foundation and plinth in : cement mortar 1:3 (1 cement : 3 coarse sand)Sq.M581.3
6.18.4 AHalf brick masonary with bricks of class designation 100A in foundation and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)Sq.M555.1
6.19AExtra for half brick masonary in superstructure above plinth level upto floor V Level : Extra for half brick masonary in superstructure above plinth level upto floor V Level.Sq.M53.3
6.18.3A + 6.19AHalf brick masonary with bricks of class designation 100A in foundation and plinth in : cement mortar 1:3 (1 cement : 3 coarse sand) : Extra for half brick masonary in superstructure above plinth level upto floor V Level.Sq.M634.6
6.18.3A + 6.21AHalf brick masonary with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:3 (1 cement :3 coarse sand ) and extra for providing and placing in positin two nos 6mm dia M.S. bars at every third course of half brick masonary ( with F.P.S. bricks)Sq.M636.7
6.18.3A + 6.19A+ 6.21AHalf brick masonary with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:3 (1 cement :3 coarse sand ) in super structure and extra for providing and placing in positin two nos 6mm dia M.S. bars at every third course of half brick masonary ( with F.P.S. bricks)Sq.M690
6.18.3A + 6.19A+ 6.21A+
6.4A
Half brick masonary with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:3 (1 cement :3 coarse sand ) in super structure and extra for providing and placing in positin two nos 6mm dia M.S. bars at every third course of half brick masonary ( with F.P.S. bricks)Sq.M1073.6
6.18.3A + 6.19A+ 6.21A+
6.20A
Half brick masonary with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:3 (1 cement :3 coarse sand ) in super structure and extra for half brick masonry in superstructure. Above floor V level for every four floors or part there of.Sq.M733.8
6.18.4AHalf brick masonary with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)Sq.M555.1
6.18.4A + 6.19AHalf brick masonary with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement :4 coarse sand ) in super structureSq.M608.4
6.18.4A + 6.19A+ 6.21AHalf brick masonary with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement :4 coarse sand ) in super structure and extra for providing and placing in positin two nos 6mm dia M.S. bars at every third course of half brick masonary ( with F.P.S. bricks)Sq.M663.8
6.20AExtra for half brick masonry in superstructure. Above floor V level for every four floors or part there ofSq.M43.8
6.21AExtra for providing and placing in position 2 Nos .6 mm dia. MS bars at every third course of half brick masonry (with F.P.S.bricks)Sq.M55.4
6.23.7ATile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :Cement mortar 1:4 (1 cement :4 coarse sand)Cu.M8373.2
6.23.8ATile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :Cement mortar 1:6 (1 cement :6 coarse sand)Cu.M7999.2
6.24AExtra for tile bricks masonry with tile bricks of class designation 10OA in superstructure fromplinth leveLupto floor five level.Cu.M506.2
6.25AExtra for tile brick masonry with tile bricks of class designation 100A in superstructure above floor five level for every four floor or part thereof,Cu.M383.6
6.29ATile brick masonry with bricks of class desigation 100 in plain arch work superstructure in cement mortar 1:4 (1 cement: 4 coCu.M10555.1
6.30ATte brick masonary with tile bricks ot class designation 100A in gauded arch work in superstucture in cement mortar 1:4 (1 cement: 4 coarse sand ) including centring and shuttering complete.Cu.M11623.6
6.31AThe brick massonary work 5 cm thick with tile bricks of class designation 100A in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.Sq.M479
6.32.AHoney- comb brick work 10/11.4 cm thick with bricks of class designation 100A in cement mortar 1:4 (1 cement : 4 coarse sand)Sq.M384.8
6.39AExtra for brick work in under water mud or liquid mud including cost of pumping or bailing out water - slush etcCu.M293
6.41AExtra for brick work in under water mud or liquid mud including cost of pumping or bailing out water - slush etcCu.M4556.7
6.45AExtra for exprosed brick work in superstructure above plinth level and upto floor level. 0.75 x 1.5 = 1.13Cu.M645.8
6.47AProviding 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base, the drain duly. plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I. but excluding carriage cost of bricks, sand and jhama metal.Per M970.5
6.48AProviding 150mm wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 125mm apron concrete (1:4:8), over one brick designation 100-A flat soling in proper grade and slope at the base, the drain duly plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I.M512.8
6.38Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand), The rate includes providing and placing in position 2 Nos. 6 mm dia M.S. bars at every third course of masonry work.Cu.M4870.6
6.4Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666 x 500 x 100 mm made of calcite phosphor Gysum fixed with longue and groove, jointed with bouding plaster as per manufacturers specifications in superstructures above plinth level up to floor V level. GypsumSq.M797.1
6.41Extra for Gypsum panel partitions in superstructure above floor V level for every four floors or part there of.Sq.M44.2
6.1.12BBrick work with bricks of class designation 100B in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)Cu.M4440.5
6.1.14BBrick work with bricks of class designation 100B in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)Cu.M4206.7
6.3BExtra tor Brick work in superstructure above plinth level upto floor V cumCu.M484.8
6.4BExtra for brick work in superstructure above floor V level for each four floors or part thereof.Cu.M383.6
6.11BExtra for forming cavity 5cm to 7.5cm wide in cavity wall with necessary weep and vent holes including use of cores and cast of providing and fixing bitumanstic coted m.s. toles 300mm long of 25mm x 3mm section at not less than 3 tiles per sqm as per approved design.Sq.m74.3
6.12BProviding half brick masonry with bricks of class designation 100B in cement mortar 1:3 (1 cement: 3 coarse sand ) in supersturcture for closing cavity 5 to 7.5 cm wide bitumen felt type 3 grade 1M165.3
6.13BBrick work 7cm thick with brick of class designation 100B cement mortar 1:3 (1 cement: 3 coarse sand) in super structureSq.m404.4
6.15BBrick work in plain arches in superstructure including centring and shuttering complete for span upto 6 metres with bricks of class
designation 100B in cement mortar 1:3 (1 cement: 3 coarse sand )
Cu.m6856.9
6.16BBrick work in gauged arches in superstructure in cement mortar 1:3 (1 cement:3 coarse sand) including centring and shutterning complete.Span upto 6 metres withCu.m8037.4
6.17BExtra for additionaLcost of centring for arches exceeding 6 mspan including alLshuttering . Bolting , wedging and removai_(Area of the
soffit to be measured ).
Sq.m267.4
6.18.3BHalf brick masonry with bricks of class designation 100B in foundations and plinth in :Cement mortar 1:3 (1 cement: 3 coarse sand )Sq.m547.5
6.18.4BHalf brick masonry with bricks of class designation 100B in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse sand )Sq.m521.3
6.19.BExtra for half Brick masonry in superstructure above pinth level upto floor V level.Sq.m53.3
6.20.BExtra for half brick masonry in supersrructure. Above floor V level for every four floors or part there ofSq.m43.8
6.21.BExtra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks)Cu.m55.2
6.23.7BTile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :Cement mortar 1:4 (1 cement :4 coarse sand)Cu.m8367.5
6.23.8BTile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :Cement mortar 1:6 (1 cement :6 coarse sand)Cu.m7993.4
6.24BExtra for tile bricks masonry with tile bricks of class designation 100B in superstructure fromplinth feve! upto floor five level.Cu.m506.2
6.25.BExtra for tile brick masonry with tile bricks of class designation 100B in superstructure above floor five level for every four floor or part thereof.Cu.m383.6
6.29BTile brick masonry with bricks of class desigation 100 in plain arch work superstructure in cement mortar 1 ;4 (1 ement: 4 coarse sand ) including centring and shuttering complete.Cu.m10542.4
6.30BTie brick masonary with tile bricks of class designation 100B in gaude cf arch work in superstucture in cement mortar 1:4 ( 1 cement: 4 coarse sand ) including centring and shuttering complete.Cu.m11634.8
6.31BTile brick masonry work 5 cm thick with tile bricks of class designation 100B in cement mortar 1:3 (1 cement: 3 coarse sand ) in superstructure ,Sq.m473.3
6.32BHoney- comb brick work 10/11.4 cm thick with bricks of class designation 100B in cement mortar 1:4 (1 cement: 4 coarse sand )Sq.m358.5
6.39BExtra for brick work in or under water mud or liquid mud including cost of pumping or bailing out water — slush etcCu.m293
6.41BBrick work with selected bricks of class designation 100B in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement
mortars 1:6(1 cement: 6 corse sand)
Cu.m4255.5
6.45BExtra for exprosed brick work in superstructure above plinth level and upto floor level. 0.75 x 1.5 = 1.13Cu.m624.96
6.1.12CBrick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand)Cu.M4936.3
6.1.12C + 6.3CBrick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand): Extra for Brick work in superstructure above plinth level upto floor VCu.M5370.9
6.1.14CBrick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)Cu.M4706
6.1.14C+
6.3C
Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) : Extra tor Brick work in superstructure above plinth level upto floor V cumCu.M5219.3
6.3CExtra tor Brick work in superstructure above plinth level upto floor V cumCu.M513.3
6.4CExtra for brick work in superstructure above floor V level for each four floors or part thereof.Cu.M383.6
6.1.12DBrick work with bricks of class designation 100A in foundations and plinth in :Lime mortar (1:1:1) (1 limeputty: 1shukhi:1coarse sand )Cu.M4644.4
6.1.14DBrick work with bricks of class designation 100A in foundations and plinth in :Lime mortar (1:1:2) (1 limeputty: 1shukhi:2coarse sand )Cu.M4511.6
A7.1Dressing of sand stone for ashlar cyclopean-10cudm47.2
A7.2Dressing of sand stone for moulded work10cudm97.8
A7.3Dressing of sand stone for ashlar puncheol ordinary work10cudm40.03
A7.4Dressing of sand stone m arch dome's or circular moulded work10cudm118.2
A7.5Dressing of sand stone for ashlar moulded and currved colonic10cudm160.6
A7.6Dressing of sand stone------Sq.M465.4
A7.7Fixing charges for stone work including pointing10cudm50.9
A7.8Fixing charges for stone in veneer work .Sq.M582.4
7.1.1Random rubble masonry with hard stone in fourdation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse
sand : 12 graded stone aggregate 20 mm nominal size ) at plinth level with:Cement mortar 1:6 (1 cement: 6 coarse sand )
Cu.M2643.2
7.2Extra for random rubble masonry with hard stone in spuerstructure above plinth level and upto floor five level, including leveling up with
cement concreter 1:6:12 ( 1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nomiinal size ) at window sills , ceiling level
and the like .
Cu.M521.7
7.3Extra for random rubble masonry with hard stone in superstructure above floor V levei for every four floors or part therof .Cu.M483.3
7.4.1Extra for random rubble masonry with hard stone in :Square or rectangular pillarsCu.M238.5
7.4.2Extra for random rubble masonry with hard stone in :Circular pillarsCu.M752.1
7.5Extra for random rubble masonry with hard stone curved on plan for ad mean radius not exceeding 6 m .Cu.M299.9
7.6.1Coursed rubble masonry (fist sort) with hard stone in foundation and plinth with: Cement mortar 1:6(1 cement: 6 coarse sand )Cu.M3021.5
7.7.1Coursed rubble masonry (second sort) with hard stone in foundation & plinth with:Cement mortar 1:6 (1 cement: 6 coarse sand )Cu.M2822.4
7.8Extra for coursed rubble masonry with hard stone (first or second sort) in superstructue above plinth level and upto floor five level .Cu.M594.1
7.9Extra for coursed rubble masonry with hard stone (first or second sort} in superstructure above floor V level for every four floor's or part thereof.Cu.M483.3
7.10.1Extra for coursed rubble masonry with hard stone (first or second sort) in :Square or rectangular pillarsCu.M264.8
7.10.2Extra for coursed rubble masonry with hard stone (first or second sort) in :White sand stoneCu.M850.8
7.11Extra for coursed rubble masnory with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m .Cu.M325.9
7.12.1Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6{1 cement: 6 coarse sand ) including pointing with cement mortar 1 2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade:Red sand stoneCu.M22469.2
7.12.2Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6{1 cement: 6 coarse sand ) including pointing with cement mortar 1 2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade:White sand stoneCu.M22900.4
7.13.1Stone work plain ashlar in arches in cement mortar 1:3 (1 cement: 3 coarse sand ) including centring, shuttering and pointing with white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stoneCu.M25237.1
7.13.2Stone work plain ashlar in arches in cement mortar 1:3 (1 cement: 3 coarse sand ) including centring, shuttering and pointing with white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade :White sand stoneCu.M24612.4
7.14.1Stone work plain ashlar in domes in cement mortar 1:3 {1 cement: 3 coarse sand ) including centring, shuttering and pointing with white cement mortar 1:2(1 white cement: 2 stone dust} with an admixture of pigment matching the stone shade:Red sand stoneCu.M33690.6
7.14.2Stone work plain ashlar in domes in cement mortar 1:3 {1 cement: 3 coarse sand ) including centring, shuttering and pointing with white cement mortar 1:2(1 white cement: 2 stone dust} with an admixture of pigment matching the stone shade:White sand stoneCu.M34455.8
7.15.1Stone work ashlar punched (ordinary} in superstructure upto floor five level in cement mortar 1:6(1 white cement: 6 coarse sand ) including pointing with cement mortar 1:2(1 cement: 2 stone dust) with an admixture of pigment matching the stone shade:Red sand stoneCu.M21360.6
7.15.2Stone work ashlar punched (ordinary} in superstructure upto floor five level in cement mortar 1:6(1 white cement: 6 coarse sand ) including pointing with cement mortar 1:2(1 cement: 2 stone dust) with an admixture of pigment matching the stone shade:White sand stoneCu.M23469.7
7.16Extra for stone work , plain ashlar or ashiar punched above floor V for every four floors or part thereof.Cu.M482.7
7.17.1Extra for plain ashiar or ashiar punched in :Square or rectangular pillarsCu.M711.4
7.19Extra for additional cost of centing for arches exceeding 6m span including all strutting , bolting, wedging etc , and removal (area of
soffit to be measured).
Sq.M267.4
7.20.1Stone work sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement: 6 coarse sand ) inculding pointing with white cement mortar 1:2 (1 cement: 2 stone dust) with an admixture of pigment matching the stone shade:Red sand stoneCu.M30877.7
7.20.2Stone work sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement: 6 coarse sand ) inculding pointing with white cement mortar 1:2 (1 cement: 2 stone dust) with an admixture of pigment matching the stone shade:White sand stoneCu.M34284.5
7.21.1Extra for stone work sunk or moulded or sunk and moulded or carved in :Triangular or Square or rectangular pillarsCu.M2412.6
7.21.2Extra for stone work sunk or moulded or sunk and moulded or carved in :Circular or polygonal pillarsCu.M6835.6
7.22Extra for stone work sunk or moulded in cornices .Meter per cm grith14.5
7.23.1.1Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately):Red sand stone- exposed face fine dressed with rough backing :70 mm thick0.1
Sq.m
2022.7
7.23.1.2Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately):Red sand stone- exposed face fine dressed with rough backing :60 mm thick0.1
Sq.m
1917.1
7.23.1.3Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately):Red sand stone- exposed face fine dressed with rough backing :50 mm thick0.1
Sq.m
1811.7
7.23.1.4Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately):Red sand stone- exposed face fine dressed with rough backing :40 mm thick0.1
Sq.m
1705.7
7.23.2.1Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately):White sand stone : 70 mm thick0.1
Sq.m
2079.6
7.23.2.2Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately):White sand stone : 60 mm thick0.1
Sq.m
1965.8
7.23.2.3Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately):White sand stone : 50 mm thick0.1
Sq.m
1852.3
7.23.2.4Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately):White sand stone : 40 mm thick0.1
Sq.m
1738
7.24Extra for stone work (veneer work ) curved on plan with a mean radius not exceeding 6 m .Cu.M1853.3
7.25.1Providing and fixing gun metal cramps of required shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 fine sand) including making the necessary chases : 25x6 mm - 30 longEach
cramp
107.2
7.26Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement: 2 fine sand )
including making the necessary chases .
Dowel35.2
7.27Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 fine sand ) including making the necessary chases .Copper
pin
25.8
7.29.1Providing and fixing horizontal chajja of stone 400 mm thick and upto 80 cm projection in cement mortar 1:4(1 cement: 4 coarse sand)
including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: Red sand stone
Sq.M610.9
7.29.2Providing and fixing horizontal chajja of stone 400 mm thick and upto 80 cm projection in cement mortar 1:4(1 cement: 4 coarse sand)
including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: White sand stone
Sq.M641.5
7.330 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement:4 coarse sand ) including finishing complete.Sq.M678.7
7.31Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos. gun metal
cramp 25x6 mm. 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design.
Bracket2228.6
7.32.1Stone work , plain in copings , cornices, string courses and plinth courses, in cement mortar 1: 6 (1 cement: 6 coarse sand ) including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stoneCu.M29634.8
7.32.2Stone work , plain in copings , cornices, string courses and plinth courses, in cement mortar 1: 6 (1 cement: 6 coarse sand ) including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade :White sand stoneCu.M30066.1
7.36Wall lining butch work with Dholpur stone 40 mm thick rough taching on the exppsed surface with stone strips of minimum length 230 mm and required with including embedding every lenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75 x 75 mm and by providing layer or 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand ) i/c ruled pointing in cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of E/I.Sq.M1311.7
7.37.1.1Stone work ( machine cut edges veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Kota stone slabs exposed face dressed and rubbed: 25 mm thick.Sq.M1227
7.37.1AStone work ( machine cut edges veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Kota stone slabs exposed face dressed and rubbed: Dressing of sand stone in veneer workSq.M1697
7.37.1BStone work ( machine cut edges veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Kota stone slabs exposed face dressed and rubbed: Dressing of sand stone in ashlar punched (ordinary work ).Sq.M1265.1
7.38.1Providing and fixing stone jaii 40 mm thick throghout(without sunking or moulding in jali slab) in cement mortar 1:3(1 cement: 3 coarse
sand ) including pointing in white cement mortar 1:2 (1 white cement:2 stone dust) with an admixture of pigment, matching the stone
shade, jali slab without any chamfers etc: Red sand stone
Sq.M6125.4
7.38.2Providing and fixing stone jali 40 mm thick throghout(without sunking or moulding in jali slab) in cement mortar 1:3(1 cement: 3 coarse
sand ) including pointing in white cement mortar 1:2 (1 white cement:2 stone dust) with an admixture of pigment, matching the stone
shade, jali slab without any chamfers etc: White sand stone
Sq.M6152.2
7.38.1.1Stone tile work for wall lining upto 10.0m height with special adhesive like araldite or equivalent over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand ) including pointing in-white cement with an admixture of pigment to match the stone: 8 mm thick (mirror polished and machine cut edge ): Granite black stone.Sq.M1498.8
7.38.1.2Stone tile work for wall lining upto 10.0m height with special adhesive like araldite or equivalent over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand ) including pointing in-white cement with an admixture of pigment to match the stone: 8 mm thick (mirror polished and machine cut edge ): Raj Nagar plain white marble / Udaipur green marble /Zebra black marble Granite black stone.Sq.M1248.9
7.39Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part there of.Sq.M71.5
7.40.1Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and / or with the help of cramps, pins etc.and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-Charge.(The steel frame work, stainless steel cramps and pins etc.shall be paid for separately.): Red sand stoneSq.M2124.4
7.40.2Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and / or with the help of cramps, pins etc.and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-Charge.(The steel frame work, stainless steel cramps and pins etc.shall be paid for separately.): White sand stoneSq.M2159.8
7.41Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square / rectangular tube in the required pattern as per architectural drawing,including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of MS brackets /lugs of angle iron / flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of size 300 x 230 x 300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps / pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-Charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-Charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid.)Per Kg119.4
7.42Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size,adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at
suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.
Each177.2
A8.1Dressing of Marble for steps, jambs, walls, pillars and other plain work10cudm153.4
A8.2Dressing of marble for moulded jambs and heads, straight mouldings and plain arces or domes.10cudm244.4
A8.3Dressing of marble in moulded arches or domes and cirular mouldings.10cudm525.4
A8.4Dressing of marble veneer workSq.M671.2
A8.5Labour for fixing marble in veneer work 2.5 cm to 5 cm thick.Sq.M972.2
8.1.1.1Marble work gang was cut (polished and machine cut) of thickness 18mm for wall lining (veneer work) in cement mortar 1:3)1cement : 3 coarse sand ) including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately): White Marble-Raj Nagar Plain/Udaipur green marble/Zebra block marble:Area of slab upto 0.50 sqmSq.M2196.1
8.1.1.2Marble work gang was cut (polished and machine cut) of thickness 18mm for wall lining (veneer work) in cement mortar 1:3)1cement : 3 coarse sand ) including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately): White Marble-Raj Nagar Plain/Udaipur green marble/Zebra block marble:Area of slab over 0.50 sqmSq.M2337.2
8.2.1.1Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Rajnagar plain white marble /Udaipur green marble/Zebra block marble:Area of slab up to 0.50 sqm.Sq.M1923.9
8.2.1.2Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Rajnagar plain white marble /Udaipur green marble/Zebra block marble:Area of slab over 0.50 sqm.Sq.M2052
8.2.2.1Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Granite of any colour and shade:Area of slab up to 0.50 sqm.Sq.M3539.5
8.2.2.2Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Granite of any colour and shade:Area of slab over 0.50 sqm.Sq.M3573.7
8.3.1Providing edge moulding to 18 mm thick marble stone counters, Vanities etc. over item no. 8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. : Marble workM108.4
8.3.2Providing edge moulding to 18 mm thick marble stone counters, Vanities etc. over item no. 8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. : Granite workM182.1
8.4Extra for fixing marble/granite stone over and above coresponding basic ite, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.M181.5
8.5Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform. Vanity counters and similar location in marble/stone work including necessary holes for pillar taps etc. including rubing and polishing of cut edges etc. complete.Each259.2
8.6Mirror polishing on marble work/stone work where ever required to give high gloss finish complete.Sq.M155.2
8.7.1Providing and fixing cramps of required size & shape in RCC/CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in
stones and embedding the cramp in the hole (fastener to be paid separately):Gunmetal cramps.
Per Kg565.8
8.7.2Providing and fixing cramps of required size & shape in RCC/CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in
stones and embedding the cramp in the hole (fastener to be paid separately):Stainless steel cramps.
Per Kg594.1
8.8.1.1Providing and fixing expansion hold fasteners on CC/R.C.C.surface backing including drilling necessary holes and the cost of bolt etc complete:wedge expansion type: Fastner with-threaded dia. 1/4 or 6mmEach
25.1
8.8.1.2Providing and fixing expansion hold fasteners on CC/R.C.C.surface backing including drilling necessary holes and the cost of bolt etc complete:wedge expansion type: Fastner with-threaded dia. 3/8 or 10 mmEach
26.7
8.8.1.3Providing and fixing expansion hold fasteners on CC/R.C.C.surface backing including drilling necessary holes and the cost of bolt etc complete:wedge expansion type: Fastner with-threaded dia. 1/2 or 12mmEach
43
8.9.1.1Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/ sqm including pointing in white cement complete:8 mm thick:Raj nagar plain white marble / Udaipur green marble / Zebra black marbleSq.M1199
8.9.1.2Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/ sqm including pointing in white cement complete:8 mm thick:Granite of any colour and shadeSq.M1624.4
8.10.1Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone finished smooth.aggregate 6 mm nominal size) as per direction of Engineer-in-Charge and White Agaria Marble StoneSq.M3038.7
8.10.2Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone finished
smooth.aggregate 6 mm nominal size) as per direction of Engineer-in-Charge and Granite Stone of approved shade
Sq.M3112
8.11(a)Providing and fixing machine cut, mirror / eggshell polished ,Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and
pattern wherever required,stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement :3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per
Architectural drawings, and as directed by the Engineer-in-Charge: 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.
Sq.M6251.7
8.12.(a)Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural
drawings with 18 mm thick stone slab over 20 mm (avearage) thick base of cement mortar 1:4(1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry
Red, Elite Brown, Cat Eye or equivalent.
Sq.M2808.3
9.1.1Providing wood work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position: Second class teakwoodCu.M91504.8
9.1.2Providing wood work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position: Salwood.Cu.M73465.5
9.1.3Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position , klin seasoned and chemically treated hollock wood.Cu.M49794.4
9.1.4Providing wood work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position: Local wood.Cu.M47639.7
9.2Providing laminated veneer lumber conforming to IS:14616 & TAD 15:2001 (part B), in factory by approved made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Cu.M96269.7
9.3.1Providing wood work in frames of false ceiling. partitions etc.sawn and put up in position:Sal woodCu.M70771.66
9.3.2Providing wood work in frames of false ceiling. partitions etc.sawn and put up in position:Kiln seasoned and chemically treated hollock wood.Cu.M46936.8
9.4.1Extra for additional labour for circular works, such as in frames of fan light:Second Class teakwood.Cu.M9135.4
9.4.2Extra for additional labour for circular works, such as in frames of fan light:Sal wood.Cu.M7331.5
9.4.3Extra for additional labour for circular works, such as in frames of fan light:Klin seasoned and and chemically treated hollock wood.Cu.M4964.5
9.5.1.1Providing and fixing panelled or panelled and glazed shutters for doors.windows and clerestory windows including black enamelled
M.S. butt hinges with necessary screws excluding.Panelling which will be paid for separately:Second Class teak wood-35 mm thick
Sq.m2505.8
9.5.1.2Providing and fixing panelled or panelled and glazed shutters for doors.windows and clerestory windows including black enamelled M.S. butt hinges with necessary screws excluding.Panelling which will be paid for separately:Second Class teak wood-30 mm thickSq.m2219
9.5.2.1Providing and fixing panelled or panelled and glazed shutters for doors.windows and clerestory windows including black enamelled M.S. butt hinges with necessary screws excluding.Panelling which will be paid for separately:Kiln seasoned and chemically treated hollock wood-35 mm thickSq.m1512.4
9.5.2.2Providing and fixing panelled or panelled and glazed shutters for doors.windows and clerestory windows including black enamelled M.S. butt hinges with necessary screws excluding.Panelling which will be paid for separately:Kiln seasoned and chemically treated hollock wood-30 mm thickSq.m1363.1
9.5.3.1Providing and fixing panelled or panelled and glazed shutters for doors.windows and clerestory windows including black enamelled M.S. butt hinges with necessary screws excluding.Panelling which will be paid for separately:Kiln seasoned selected planks of sheesham wood-35 mm thickSq.m2310.7
9.5.3.2Providing and fixing panelled or panelled and glazed shutters for doors.windows and clerestory windows including black enamelled
M.S. butt hinges with necessary screws excluding.Panelling which will be paid for separately:Kiln seasoned selected planks of sheesham wood-30 mm thick
Sq.m2035.2
9.6.1Providing and fixing 35mm thick factory mode laminated veneer lumber door shutter conforming to IS:14616 & TADS 15-2001 (part B),manufactured in factories by approved manufacturers,including black enamelled M.S.butt hinges with necessary screws as per directions of Engineer in charge and panelling with panels of:12 mm thick plain Grade-1 .medium density flat pressed three layer and graded particles board(FPT-I) conforming to 1S:3087 bonded with BWP type synthetic resin adhesive asperlS:848.Sq.m2484.7
9.6.2Providing and fixing 35mm thick factory mode laminated veneer lumber door shutter conforming to IS:14616 & TADS 15-2001
(part B),manufactured in factories by approved manufacturers,including black enamelled M.S.butt hinges with necessary screws as per directions of Engineer in charge and panelling with panels of:12 mm thick prelaminated (with decorative lamination on both sides) particle board Grade-1,medium density fiat pressed, three layer and graded (FPT-1) conforming to IS:3087 bounded with BWP type synthetic resin adhesive as per IS:848 and
prelamination conforming to IS : 12823
Grade I.Type-ll
Sq.m2704.4
9.6.3Providing and fixing 35mm thick factory mode laminated veneer lumber door shutter conforming to IS:14616 & TADS 15-2001
(part B),manufactured in factories by approved manufacturers,including black enamelled M.S.butt hinges with necessary screws as per directions of Engineer in charge and panelling with panels of:12 mm thick prelaminated (with decorative lamination on one side and balancing lamination on other side)particle board Grade -1 medium density flat pressed,
three layer and graded (FPT-1) conforming to IS :3087 bonded with BWP type synthetic resin adhesive as per IS :848 and prelamination conforming to IS :12823
Grade-1 Type II marked
Sq.m2606.8
9.7.1Providing and fixing panelling or panelling and glazing in panelled of panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Second class teak woodSq.m2029.1
9.7.2Providing and fixing panelling or panelling and glazing in panelled of panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Klin seasoned and chemically treated hollock wood for 40,35,30,25mm thick shuttersSq.m1227.6
9.7.3.1Providing and fixing panelling or panelling and glazing in panelled of panelled and glazed shutters for doors, windows and clerestory
windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Ply wood 5 ply, 9 mm thick: Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR Type
Sq.m1826.2
9.7.3.2Providing and fixing panelling or panelling and glazing in panelled of panelled and glazed shutters for doors, windows and clerestory
windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Ply wood 5 ply, 9 mm thick: Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) confirming to IS 1328 BWR Type.
Sq.m1545.1
9.7.4.1Providing and fixing panelling or panelling and glazing in panelled of panelled and glazed shutters for doors, windows and clerestory
windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Ply wood 7 ply, 9 mm thick:Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS
Sq.m1663.5
9.7.5.1Particle Board 12 mm thick : Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade- 1, IS:3087 marked.Sq.m783.1
9.7.5.2Particle Board 12 mm thick : Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade 1Sq.m1042
9.7.5.3Particle Board 12 mm thick : Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, type-II, IS; 12823 markedSq.m1397.1
9.7.5.4Particle Board 12 mm thick : Pre-laminated particle board with decorative lamination on both sides, Grade I. Type II, IS: 12823 marked.Sq.m1456.3
9.7.6.1Particle Board 12 mm thick :Coir Veneer Board (conforming to IS 14842 ) : 12 mm thickSq.m1264
9.7.7.1Particle Board 12 mm thick : Float glass panes: 4 mm thick glass pane.Sq.m943
9.7.7.2Particle Board 12 mm thick : Float glass panes: 5.5 mm thick glass pane.Sq.m1194.5
9.7.8Particle Board 12 mm thick : Fly proof stainless steel grade 304 wire gauge with
0.5 mm dia wire and 1.4 mm wide aperture with matching wood beading.
Sq.m1499.9
9.9.1.1Providing and fixing glazed shutters for doors, windows and clerestory windows using 10 kg/square meter {4 mm thick) glass panes including black enamelled M.S. butt hinges with necessary screws: Second class teak wood : 35 mm thickSq.m3064
9.9.1.2Providing and fixing glazed shutters for doors, windows and clerestory windows using 10 kg/square meter {4 mm thick) glass panes including black enamelled M.S. butt hinges with necessary screws: Second class teak wood : 30 mm thickSq.m2736.3
9.9.2.1Providing and fixing glazed shutters for doors, windows and clerestory windows using 10 kg/square meter {4 mm thick) glass panes including black enamelled M.S. butt hinges with necessary screws: Kiln seasoned and chemically treated hollock wood: 35 mm thickSq.m1933
9.9.2.2Providing and fixing glazed shutters for doors, windows and clerestory windows using 10 kg/square meter {4 mm thick) glass panes including black enamelled M.S. butt hinges with necessary screws: Kiln seasoned and chemically treated hollock wood: 30 mm thickSq.m1762.5
9.9.3.1Providing and fixing glazed shutters for doors, windows and clerestory windows using 10 kg/square meter {4 mm thick) glass panes including black enamelled M.S. butt hinges with necessary screws: Kiln seasoned selected plants of sheesham wood: 35 mm thickSq.m2842.1
9.9.3.2Providing and fixing glazed shutters for doors, windows and clerestory windows using 10 kg/square meter {4 mm thick) glass panes including black enamelled M.S. butt hinges with necessary screws: Kiln seasoned selected plants of sheesham wood: 30 mm thickSq.m2545
9.10.1Providing and fixing glazed laminated veneer timber shutter conforming to TWDS 15-2001 (part-B) & IS:14616 manufactured in 100 tones by approved manufactures using 10kg/sqm glass panes for doors windows and clearetoty windows including black enamelled M.S. butt hinges with necessary screws as per drawing
of engineer in charge: 30 mm thick
Sq.m2240.6
9.11.1Extra for providing heavy sheet glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters.(Area of opening for glass panes excluding portion inside rebate shall be measured ): 5.5 mm thick instead of 4.0mm thick)Sq.m207.5
9.12Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).Sq.m6.1
9.13Deduct for providing pin headed glass panes instead of ordinary float glass panes weighing 4 mm thick in doors, windows and clerestory window shutters (Area of opening for glass panes excluding portion inside rebate shall be measured).Sq.m36.8
9.14Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with
necessary screws. (Shutter area to be measured).
Sq.m105.5
9.15.1.1Deduct for not providing hinges in doors, windows and clerestory window shutters with :Stainless steel butt hinges with stainless steel screws: For 2nd class teak wood and other class of wood shutters.Sq.m154.9
9.15.2.1Deduct for not providing hinges in doors, windows and clerestory window shutters with :Stainless steel butt hinges with stainless steel screws: ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws: For 2nd class teak wood and other class of wood shutters.Sq.m49.4
9.16.1.1Providing and fixing 25 mm thick shutters for cup board etc. :Panelled or panelled & glazed shutters :Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screwsSq.m2521.3
9.16.1.2Providing and fixing 25 mm thick shutters for cup board etc. :Panelled or panelled & glazed shutters :Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screwsSq.m2454.9
9.16.2.1Providing and fixing 25 mm thick shutters for cup board etc. :Glazed shutters:Second class teak wood including ISI marked anodised
aluminium butt hinges with necessary screws
Sq.m2541.8
9.16.2.2Providing and fixing 25 mm thick shutters for cup board etc. :Glazed shutters:Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screwsSq.m2513
9.17.1Providing and fixing flat pressed 3 layer particle board (medium density) exterior grade conforming to IS 3087 to frame backing or
studding with screws etc. complete (Frames backing or studding to be paid separately) : 12mm thick
Sq.m500.6
9.17.2Providing and fixing flat pressed 3 layer particle board (medium density) exterior grade conforming to IS 3087 to frame backing or
studding with screws etc. complete (Frames backing or studding to be paid separately) : 18mm thick
Sq.m624.2
9.18.2Providing and fixing prelaminated flat pressed 3 payer (medium density) particle board conforming to IS : 3087 with one side decorative and other side balancing lamination Grade I type II conforming to IS : 12823 in shelves with screws and M S or aluminum brackets wherever required edges to be painted with polyure thene primer ( Brackets to be paid separately):18 mm thick.Sq.m1197.2
9.18.3Providing and fixing prelaminated flat pressed 3 payer (medium density) particle board conforming to IS : 3087 with one side decorative and other side balancing lamination Grade I type II conforming to IS : 12823 in shelves with screws and M S or aluminum brackets wherever required edges to be painted with polyure thene primer ( Brackets to be paid separately): 25 mm thick.Sq.m1302.8
9.20.1Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including stainless steel butt hinges with necessary screws.Sq.m2369.6
9.20.2Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including stainless steel butt hinges with necessary screws.Sq.m2186.5
9.20.3Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 25 mm thick including stainless steel butt hinges with necessary screws.Sq.m1992.2
9.21.1Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including anodized aluminum butt hinges with necessary screws.Sq.M1698.2
9.21.2Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters : 30 mm thick including anodized aluminum butt hinges with necessary screws.Sq.M1515.1
9.21.2+
9.23
Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with
frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters : 30 mm thick including anodized aluminum butt hinges with necessary screws.Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured)
Sq.M1881.3
9.21.3Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with
frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters : 25 mm thick including anodized aluminum butt hinges with necessary screws.
Sq.M1381.8
9.22.1Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to I.S. 2202 (part I): On one side in item no.9.21Sq.M415
9.23Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured)Sq.M366.2
9.23A.1.1Providing and fixing 25 mm thick shutters for cupboards etc. including black enamelled M.S. butt hinges with necessary screws:Panelled or panelled and glazed shutters: Second class teak wood.Sq.M2303.1
9.23A.2.1Providing and fixing 25 mm thick shutters for cupboards etc. including black enamelled M.S. butt hinges with necessary screws:Glazed shutters: Second class teak wood.Sq.M2497.9
9.24.1Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded) : Rectangular or SquareSq.M140.4
9.24.2Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded) : CircularSq.M219.7
9.25.1Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured): Decorative type doorSq.M378.4
9.26Extra for cutting rebate in flush door shutters {total area of the shutter to be measured)Sq.M103.8
9.27.1.1.1Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:With ISI marked M.S. pressed butt hinges bright finished of required size: Second class teak woodSq.M2834.8
9.27.1.1.2Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:With ISI marked M.S. pressed butt hinges bright finished of
required size:Kiln seasoned and chemically treated hollock wood.
Sq.M1833.4
9.27.1.1.3Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:With ISI marked M.S. pressed butt hinges bright finished of
required size:Kiln seasoned selected class of shesham wood.
Sq.M1834.4
9.27.1.2.1Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:With ISI marked stainless steel butt hinges of required size:Second class of teak wood.
Sq.M2940.3
9.27.1.2.2Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:With ISI marked stainless steel butt hinges of required size:Kiln seasoned and chemically treated hollock wood
Sq.M1938.9
9.27.1.2.3Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:With ISI marked stainless steel butt hinges of required size:Kiln seasoned selected class of sheesham wood.
Sq.M2743.6
9.27.2.1.1Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked M.S. pressed butt hinges bright finished of
required size:Second class teak wood
Sq.M2496.8
9.27.2.1.2Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked M.S. pressed butt hinges bright finished of
required size:Kiln seasoned and chemically treated hollock wood.
Sq.M1640.9
9.27.2.1.3Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked M.S. pressed butt hinges bright finished of
required size:Kiln seasoned selected class of sheesham wood.
Sq.M2328.5
9.27.2.2.1Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked stainless steel butt hinges of required size:Second class teak wood.
Sq.M2602.3
9.27.2.2.2Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked stainless steel butt hinges of required size:Kiln seasoned and chemically treated hollock wood
Sq.M1746.2
9.27.2.2.3Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture
1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked stainless steel butt hinges of required size:Kiln seasoned selected class of sheesham wood.
Sq.M2433.9
9.31.1Providing and fixing wire gauze laminated veneer lumber shutters conforming to TADS 15:1995,manufactured in factories by approved manufacturers using galvanised wire gauze with average with average width of aperture 1.4mm in both directions with wire of dia 0.63 mm as per IS: 1568 for doors, windows and clerestory windows including bright finished of/and black enamelled M.S.butt hinges with necessary screws as per directions of Engineer-in-charge: 35mm thick shutters.Sq.M2216.2
9.31.2Providing and fixing wire gauze laminated veneer lumber shutters conforming to TADS 15:1995,manufactured in factories by approved manufacturers using galvanised wire gauze with average with average width of aperture 1.4mm in both directions with wire of dia 0.63 mm as per IS: 1568 for doors, windows and clerestory windows including bright finished of/and black enamelled M.S.butt hinges with necessary screws as per directions of Engineer-in-charge: 30mm thick shutters.Sq.M1996.4
9.32Providing 50x50x50 mm 2nd class teak wood plugs including cutting brickwork and fixing in cement mortar 1:3 (1 cement: 3 coarse sand)Each17.6
9.33.1Providing and fixing expandable fastners of specified of specified size with necessary plastic sleeves and galvanised M.S.screws
including drilling holes in masonry work/ CC/ R.C.C. and making good etc. complete : 25 mm long.
Each16.5
9.33.A.2Providing and fixing expandable fastners of specified of specified size with necessary plastic sleeves and galvanised M.S.screws
including drilling holes in masonry work/ CC/ R.C.C. and making good etc. complete : 32 mm long.
Each18.8
9.33.3Providing and fixing empandable fastners of specified of specified size with necessary plastic sleeves and galvanised M.S.screws
including drilling holes in masonry work/ CC/ R.C.C. and making good etc. complete : 40mm long.
Each22.46
9.33.4Providing and fixing empandable fastners of specified of specified size with necessary plastic sleeves and galvanised M.S.screws
including drilling holes in masonry work/ CC/ R.C.C. and making good etc. complete : 50mm long.
Each23.7
9.34.1Providing and fixing 2nd class teak wood plain lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface : 40 mm thickSq.M4897.7
9.34.2Providing and fixing 2nd class teak wood plain lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface : 25 mm thick.Sq.M3153
9.34.3Providing and fixing 2nd class teak wood plain lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface : 20 mm thick.Sq.M2546.8
9.34.4Providing and fixing 2nd class teak wood plain lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface : 12 mm thick.Sq.M1616.4
9.35.1Providing and fixing in wait lining fiat pressed 3 layer and graded (medium density) particle board prelaminated one side decorative
lamination on other side balancing lamination grade 1 ,type 2 conforming to IS : 12823 including priming coat on unexposed surface with necessary fixing arrangement and screws
etc.complete: 12 mm thick.
Sq.M1168
9.35.2Providing and fixing in wait lining fiat pressed 3 layer and graded (medium density) particle board prelaminated one side decorative
lamination on other side balancing lamination grade 1 ,type 2 conforming to IS : 12823 including priming coat on unexposed surface with necessary fixing arrangement and screws
etc.complete: 18 mm thick.
Sq.M1315.7
9.35.3Providing and fixing in wait lining fiat pressed 3 layer and graded (medium density) particle board prelaminated one side decorative
lamination on other side balancing lamination grade 1 ,type 2 conforming to IS : 12823 including priming coat on unexposed surface with necessary fixing arrangement and screws
etc.complete: 25 mm thick.
Sq.M1423.1
9.36.1Providing and fixing specified wood frame work consisting of battens 50 x 25 mm fixed with rawl plug and drilling necessary holes for rawl
plug etc. including priming coat complete:Kiln seasoned and chemically treated hollock wood
Cu.M89981.6
9.37.1Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1),for plain lining / cladding with necessary screws, including priming coat on unexposed surface with:Decorative veneer facings of approved manufacture.Sq.m1002.2
9.38Providing and fixing 4 mm thick coir veneer board, ISI marked IS :14842, plain lining with necessary screws, priming coat on unexposed
surface etc., complete.
Sq.m811.8
9.39.1Providing and fixing skirting of prelaminated with (one side decorative other side balancing lamination) fiat pressed, 3 layer and graded particle board (medium density) (Grade 1 ,type2) conform ing to IS: 12823. with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etr. and priming coat on unexposed surface complete :18 mm thick.Sq.M1513.9
9.39.2Providing and fixing skirting of prelaminated with (one side decorative other side balancing lamination) fiat pressed, 3 layer and graded particle board (medium density) (Grade 1 ,type2) conform ing to IS: 12823. with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etr. and priming coat on unexposed surface complete :25 mm thick.Sq.M1621.3
9.40.1.1Providing and fixing wooden molded beading to door and window frames with iron screws,plugs and priming coat on unexposed surface etc. complete :2nd class teak wood : 50 x 12 mm.M99.6
9.40.1.2Providing and fixing wooden molded beading to door and window frames with iron screws,plugs and priming coat on unexposed surface etc. complete :2nd class teak wood : 50 x 20 mm.M139
9.40.2.1Providing and fixing wooden molded beading to door and window frames with iron screws,plugs and priming coat on unexposed surface etc. complete :Hollock wood : 50 x 12 mm.M71
9.40.2.2Providing and fixing wooden molded beading to door and window frames with iron screws,plugs and priming coat on unexposed surface etc. complete :Hollock wood : 50 x 20 mm.M91.4
9.41.1Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately ) including fixing 50*12 mm beading complete with:Second class teak wood.Sq.m1631.3
9.42Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS :3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia (heavy type ) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete.Sq.m312.8
9.43Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc.all completeM436.9
9.44.1Extra for using veneered particle board conforming to IS: 3097 Grade I,in item of pelmet 18 mm thick 150 mm wide:Commercial veneered on both sides.M33.2
9.44.2Extra for using veneered particle board conforming to IS: 3097 Grade I,in item of pelmet 18 mm thick 150 mm wide:Particle board with decorative veneering on both sidesM97.7
9.45Providing and fixing teak wood lipping of size 25x3 mm in pelmet.M40.2
9.46.1Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete:12 mm diaM268.4
9.46.2Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete:20 mm diaM353.9
9.46.3Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete:25 mm diaM463.8
9.47.1Providing and fixing nickel plated M.S. Pipe curtain rods with nickel plated brackets : 20 mm dia (heavy type)M118.9
9.47.2Providing and fixing nickel plared M.S. Pipe curtain rods with nickel plated brackets : 25 mm dia (heavy type)M132.4
9.48.1Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete:
Fixed to steel windows by welding.
KG86
9.48.2Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete: Fixed to openings/ wooden frames with rawl plugs screws etc.KG94.2
9.49Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x 19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete.Sq.M897.22
9.5Providing and fixing hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 kg per sqm to window frames etc including 62 x 19 mm beading of second class teak wood and priming coat with approved steel primer all complete.Sq.M1075.2
9.51.1Providing and fixing fly proof galvanised M.S. wire gauze to windows and clerestory window using galvanised M.S. wire gage with average width of aperture 1.4 mm in both directions with wire of 0.63 mm with second class teak wood beading 62 x 19 mmSq.M811
9.51.2Providing and fixing fly proof galvanised M.S. wire gauze to windows and clerestory window using galvanised M.S. wire gage with average width of aperture 1.4 mm in both directions with wire of 0.63 mm with mild steel U beading.Sq.M525.1
9.52Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 kg per sqm in panelled and glazed door and window
shutter instead of glass sheet 4 mm thick.
Sq.M122.1
9.53Providing 40 x 5mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30 x 10 x 15 cm 1:3:6mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)Each94.9
9.54.1Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces et. Complete with: Sal woodCu.M68863.3
9.54.3Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces et. Complete with: Hollock woodCu.M44578.9
9.55.1Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete:125 x 65 x 2.12 mmEach30.3
9.55.2Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete: 120 x 58 x 1.9 mmEach21.6
9.55.3Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete: 75 x 47 x 1.7 mmEach16.9
9.55.4Providing and fixing M.S. pressed butt each bright finished with necessary screws etc. complete: 50 x 37 x 1.5 mmEach10.1
9.56.1Providing and fixing ISI marked, IS : 1341,M.S. heavy weight butt hinges with necessary screws etc. complete : 125 x 90 x 4.00 mmEach53.5
9.56.2Providing and fixing ISI marked, IS : 1341,M.S. heavy weight butt hinges with necessary screws etc. complete : 100 x 75 x 3.50 mmEach32.5
9.56.3Providing and fixing ISI marked, IS : 1341,M.S. heavy weight butt hinges with necessary screws etc. complete : 75 x 60 x 3.10 mmEach20.6
9.56.4Providing and fixing ISI marked, IS : 1341,M.S. heavy weight butt hinges with necessary screws etc. complete : 50 x 40 x 2.50 mmEach13.1
9.57.1Providing and fixing M.S. pressed parliamentary each bright finished with necessary screws etc.complete: 125 x 65 x 2.12 mm.Each31.4
9.57.2Providing and fixing M.S. pressed parliamentary each bright finished with necessary screws etc.complete: 100 x 58 x 1.90 mm.Each23.7
9.57.3Providing and fixing M.S. pressed parliamentary each bright finished with necessary screws etc.complete: 75 x 47 x 1.70 mm.Each18.6
9.57.4Providing and fixing M.S. pressed parliamentary each bright finished with necessary screws etc.complete: 50 x 37 x 1.50 mm.Each10.9
9.58.1Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete:: 150 x 125 x 27 x 2.80 mmEach55.4
9.58.2Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete:: 125 x 125 x 27 x 2.80 mmEach52.3
9.58.3Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete:: 100 x 125 x 27 x 2.80 mmEach42.6
9.58.4Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete:: 75 x 100 x 20 x 2.24 mmEach36.5
9.59.1Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.complete:150 mmEach164.8
9.59.2Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.complete:125 mmEach158.7
9.59.3Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.complete:100 mmEach132.8
9.60.1Providing and fixing oxidised M.S. double acting spring each with necessary screws etc.complete: 150 mmEach164.8
9.60.2Providing and fixing oxidised M.S. double acting spring each with necessary screws etc.complete: 125 mmEach158.7
9.60.3Providing and fixing oxidised M.S. double acting spring each with necessary screws etc.complete: 100 mmEach132.8
6.61.1Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with necessary screws etc., complete: Overall width 35 mmM134.2
6.61.2Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with necessary screws etc., complete: Overall width 50 mmM130.5
6.61.3Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with necessary screws etc., complete: Overall width 100 mmM146.1
9.62.1Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 300x16xmmEach166.1
9.62.2Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 250x16mmEach158.7
9.63.1Providing and fixing ISI marked oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete :250x10mmEach65.3
9.63.2Providing and fixing ISI marked oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete :200x10mmEach57.7
9.63.3Providing and fixing ISI marked oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete :150x10mmEach44.1
9.63.4Providing and fixing ISI marked oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete :100x10mmEach37.5
9.64Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete.Each69.6
9.65.1Providing and fixing ISI marked oxidised MS door latches conforming to IS : 5930 with screws etc.complete:300x20x6 mmEach67.8
9.65.2Providing and fixing ISI marked oxidised MS door latches conforming to IS : 5930 with screws etc.complete:250x20x6 mmEach58
9.66.1Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete:125 mmEach27.7
9.66.2Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete:100 mmEach23.9
9.66.3Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete:75 mmEach22.6
9.68.1Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc.complete :300 mm weighing not less than 200 gmsEach32.7
9.68.2Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc.complete :250 mm weighing not less than 150 gmsEach29.7
9.68.3Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc.complete :200 mm weighing not less than 120 gmsEach27.3
9.69Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors, ( weighting not less than 450 gms).Each79.6
9.70.1Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.complete:125 x64 x1.90 mmEach61.8
9.70.2Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.complete:100 x58 x1.90 mmEach54.4
9.70.3Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.complete:75 x47 x1.80 mmEach35.9
9.70.4Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.complete: 50 x 37 x 1.50 mmEach23.3
9.71.1Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.complete:125 x 64 x 2.50 mmEach71.5
9.71.2Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.complete:100 x 60 x 2.50 mmEach55.7
9.71.3Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.complete:75 x 50 x 2.50 mmEach41.4
9.72.1Providing and fixing bright finished brass butt each with necessary screws etc. complete:125 x 85 x 5.5mm (heavy type)Each411.8
9.72.2Providing and fixing bright finished brass butt each with necessary screws etc. complete:125 x 70 x 4mm (ordinary type)Each137.1
9.72.3Providing and fixing bright finished brass butt each with necessary screws etc. complete:100 x 85 x 5.5 mm (heavy type)Each359.9
9.72.4Providing and fixing bright finished brass butt each with necessary screws etc. complete:100 x 70 x 4mm (ordinary type)Each109.6
9.72.5Providing and fixing bright finished brass butt each with necessary screws etc. complete:75 x 65 x 4 mm (heavy type)Each133.4
9.72.6Providing and fixing bright finished brass butt each with necessary screws etc. complete:75 x 40 x 2.5mrn(ordinary type)Each69.9
9.72.7Providing and fixing bright finished brass butt each with necessary screws etc. complete:50 x 40 x 2.5 mm (ordinary type)Each29.4
9.73.1Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:150x125x27x5mmEach373
9.73.2Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:125x125x27x5mmEach330.3
9.73.3Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:100x125x27x5mmEach305.9
9.73.4Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:75x100x20x3.2mmEach232
9.74.1Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:250x10mmEach301.5
9.74.2Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10mmEach236.7
9.74.3Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:150x10mmEach194
9.74.4Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:100x10mmEach129.7
9.75.1Providing and fixing bright finished brass door latch with necessary screws etc. complete: 300 x 16 x 5 mmEach216.5
9.75.2Providing and fixing bright finished brass door latch with necessary screws etc. complete: 250 x 16 x 5 mmEach210.4
9.76Providing and fixing bright finisned brass 100mm mortice latch and lock with 6 lever handles with necessary screws etc.complete.Each514.8
9.77Providing and fixing bright finished brass 100mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete.Each435.8
9.78Providing and fixing bright finished brass night latch including necessary screws etc. complete,Each667.4
9.79.1Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete.: 40mmEach148.6
9.79.2Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete.: 50mmEach154.7
9.79.3Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete.: 650mmEach160.8
9.79.4Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete.: 75mmEach185.2
9.8Providing and fixing bright finished brass cupboard or ward robe knob with necessary screws .Each47.9
9.81.1Providing and fixing bright finished brass handles with screws etc. complete: 125 mmEach178.1
9.81.2Providing and fixing bright finished brass handles with screws etc. complete: 100 mmEach165.5
9.81.3Providing and fixing bright finished brass handles with screws etc. complete: 75 mmEach128.9
9.82Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte.Each83.2
9.83Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS :3564,embossed on the body, door weight upto 35 kg and door width upto 700 mm),with necessary accessories and screws etc. complete.Each760.1
9.84Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.Each1064.7
9.85Providing and fixing bright finished brass· casement window fastener with necessary screws etc.complete.Each69.1
9.86.1Providing and fixing bright finished brass caesment stayes(stright peg type) with necessary screws etc. complete: 300 mm weighing not lees than 330 gmsEach174.9
9.86.2Providing and fixing bright finished brass caesment stayes(stright peg type) with necessary screws etc. complete: 250 mm weighing not less than 280 gmsEach142.4
9.86.3Providing and fixing bright finished brass caesment stayes(stright peg type) with necessary screws etc. complete: 200 mm weighing not less than 240 gmsEach130.2
9.87.1Providing and fixing bright finished brass hasp and staple( safety type) with necessary screws etc.complete: 150 mmEach106.9
9.87.2Providing and fixing bright finished brass hasp and staple( safety type) with necessary screws etc.complete: 115 mmEach90
9.87.3Providing and fixing bright finished brass hasp and staple( safety type) with necessary screws etc.complete: 90 mmEach79
9.88Providing and fixing bright finished brass 100mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. completeEach722.3
9.89Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.Each710.1
9.90.1Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws
etc. complete:size 40 mm
Each142.5
9.90.2Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws
etc. complete:size 50 mm
Each154.7
9.90.3Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws
etc. complete:size 65 mm
Each166.9
9.90.4Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws
etc. complete:size 75 mm
Each137.4
9.91Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete.Each63.7
9.92.1Providing and fixing chromium plated brass handles with necessary screws etc. complete:125 mmEach220.8
9.92.2Providing and fixing chromium plated brass handles with necessary screws etc. complete:100 mmEach189.9
9.92.3Providing and fixing chromium plated brass handles with necessary screws etc. complete:75 mmEach165.5
9.93Providing and fixing chromium plated brass casement window fastener with necessary screws etc.complete.Each125.3
9.94.1Providing and fixing chromium plated brass stays (straight peg type) with necessary screws etc. complete : 300 mm weighing not less than 330 gmsEach192.4
9.94.2Providing and fixing chromium plated brass stays (straight peg type) with necessary screws etc. complete : 250 mm weighing not less than 280 gmsEach168
9.94.3Providing and fixing chromium plated brass stays (straight peg type) with necessary screws etc. complete : 200 mm weighing not less than 240 gmsEach149.7
9.95.1Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 125 x 75 x 4.0mmEach106.4
9.95.2Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 125 x 63 x 4.0mmEach101.5
9.95.3Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 100 x 74 x 4.0mmEach90.3
9.95.4Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 100 x 63 x 4.0mmEach89.1
9.95.5Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 100 x 63 x 3.2mmEach87.9
9.95.6Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 75 x 63 x 4.0mmEach79.5
9.95.7Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 75 x 63 x 3.2mmEach75.9
9.95.8Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 75 x 45 x 3.2mmEach66.1
9.96.1Providing and fixing alluminium sliding door bolt anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to rquired colour and shade with nuts and screws etc. complete : 300 x 16mmEach218.7
9.96.2Providing and fixing alluminium sliding door bolt anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to rquired colour and shade with nuts and screws etc. complete : 250 x 16mmEach182
9.97.1Providing and fixing alluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. complete : 300 x 10mmEach111.7
9.97.2Providing and fixing alluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. complete : 250 x 10mmEach93.4
9.97.3Providing and fixing alluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. complete : 200 x 10mmEach78.4
9.97.4Providing and fixing alluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. complete : 150 x 10mmEach64.7
9.97.5Providing and fixing alluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. complete : 100 x 10mmEach51.2
9.98Providing and fixing aluminium pull bolt lock, ISI marked, anodised(anodic coating not less than grade AC 10 as per IS :1868),transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete.Each69.6
9.99Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, anodised (anodic coating not less than grade AC 10 as
per IS :1868), transparent or dyed to required colour or shade, with necessary screws etc. complete.
Each169.2
9.100.1Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc.complete: 125mmEach69.4
9.100.2Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc.complete:100mmEach54.6
9.100.3Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc.complete: 75 mmEach46.3
9.101.1Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete single rubber stopperEach35
9.101.2Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete : Twin rubber stopperEach83.8
9.102Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868)
transparent or dyed to required colour and shade, with necessary screws etc. complete.
Each70.3
9.103Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete .Each766.9
9.104Providing and fixing aluminium tee chanals (Heavy duty) with rollers, stop end in pelmets as curtain rod.M65.3
9.105.1Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/ sqm(both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre.Sq.M1203.6
The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture’s specification and direction of engineer in charge all complete.75 mm overall thickness partition with 12.5 mm thick double skin fire rated board conforming to IS:2095: part I
9.105.2Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/ sqm(both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre.Sq.M1032.9
The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture’s specification and direction of engineer in charge all complete.75 mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum board conforming to IS: 2095: part I
9.105.3Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/ sqm(both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre.Sq.M1516.3
The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture’s specification and direction of engineer in charge all complete.66 mm overall thickness Partition with 8 mm thick double skin Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with Compressive Strength 225 kg/sq cm, Bending Strength
100 kg/ sq cm
9.105.4Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/ sqm(both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre.Sq.M1228.3
The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture’s specification and direction of engineer in charge all complete.
9.106.1Providing and fixing PTMT handles with necessary screws etc.complete:125x34x24 mm weighing not less than 23 gmsEach40.6
9.106.2Providing and fixing PTMT handles with necessary screws etc.complete:150x34x24 mm weighing not less than 26 gmsEach45.5
9.107.1Providing and fixing PTMT Butt hinges with necessary screws etc.complete:75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod: 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar RodEach60.8
9.107.2Providing and fixing PTMT Butt hinges with necessary screws etc.complete:75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod: 100x75x10 mm fitted with 5.5 mm dia M.S. Bright Bar RodEach80.1
9.108.1Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc.,152x42x18 mm weighing not less than 60 gmsEach85.2
9.108.2Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc.,202x42x18 mm weighing not less than 78 gmsEach105.1
9.109Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.Each35.4
9.11Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hallock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support, complete as per direction of Engineer-in-Charge.Sq.M369.1
9.111.1Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and
priming coat on unexposed surface etc. complete 2nd class teak wood:50x50 mm (base and height)
M174.3
9.112Providing and fixing 2nd class teak wood lipping / moulded beading or taj beading of size 18X5 mm fixed with wooden adhesive of approved quality and screws / nails on the edges of the Pre-laminated particle board as per direction of Engineer-in-Charge.M50
9.113Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineerin- charge.Each446.2
9.114.1Providing and fixing magnetic catcher of approved quality in cupboard /ward robe shutters, including fixing with necessary screws etc.complete:Triple strip vertical typeEach29.8
9.114.2Providing and fixing magnetic catcher of approved quality in cupboard /ward robe shutters, including fixing with necessary screws etc.complete:Double strip (horizontal type)Each23.7
9.115Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer-in-charge.Each set195.6
9.116Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately)Each11.9
9.117.1Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge: Extruded section profile size 48x40 mmM201
9.117.2Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge: Extruded section profile size 42x50 mmM188.8
9.118.124 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’section, a UPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of lastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a UPVC ultichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).Sq.M2731.9
9.118.230 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm),with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S.tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a UPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers,complete as per manufacturer’s specification and direction of Engineer-incharge.Sq.M2854
9.118.325 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. An M.S.tube having dimensions 19 mm x 19 mm and 1.0 mm (±0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm x 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.Sq.M2731.9
9.119Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm,made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge,EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge.M446.5
9.120.1Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails.M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet beSq.M2762.9
provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge,manufacturer’s specification & drawing : 30 mm thick plain PVC door shutters
9.120.2Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails.M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet beSq.M3251.1
provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge,manufacturer’s specification & drawing : 30 mm thick pre laminated PVC door shutters
9.121Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat . Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.M483.1
9.122.1Providing and fixing to existing door frames.30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.Sq.M2396.6
9.122.2Providing and fixing to existing door frames.30 mm thick Fiber glass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-chargeSq.M2762.9
9.123Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width
& 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement ,
including fixing the frame to wall with suitable dia & length
M373.2
9.124.1Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws.Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge:Non decorative finish.Sq.M2711.6
9.124.2Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30
mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws.Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge:Decorative finish (both side wood grained finish).
Sq.M3373.2
9.125Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C.doors) using synthetic rubber based
adhesive.
Sq.M647.6
9.126.1Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and
clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Marine plywood conformingto IS : 710
Sq.M1536.6
9.126.2Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and
clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick11/25/2016Fire retardant plywood conforming to IS : 5509
Sq.M1580.3
9.127.1Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt / suede finish with high density protective
surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality: 1.5 mm thick.
Sq.M816.9
9.127.2Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt / suede finish with high density protective
surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality: 1.0 mm thick.
Sq.M669.1
9.128Providing and fixing factory made Fiber glass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings. The FRP Chajja should be anufactured using unsaturated Polyester resin as per IS :6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS : 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight.Sq.M5040.7
9.129Providing and fixing cup board shutters 25 mm thick, with Prelaminated flat pressed three layer particle board or graded wood particle board IS : 12823 marked, exterior grade (Grade I Type II),having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge.Sq.M1596.5
9.130.1Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked,exterior grade (Grade I), of approved
make including IInd class teak wood lipping of 25 mm wide x 12mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge: With decorative veneering on one side and commercial veneering on other side
Sq.M1352.4
9.130.2Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked,exterior grade (Grade I), of approved
make including IInd class teak wood lipping of 25 mm wide x 12mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge: With non decorative veneering on both sides.
Sq.M1242.5
9.131.1Providing and fixing factory made shutters of pre-laminated particle board flat pressed three layer or graded wood particle board with one
side decorative finish and other side balancing lamination conforming to IS : 12823 Grade I Type II, of approved design, and edges sealed with water resistant paint and lipped with aluminium ‘U’ type edge beading all-round the shutter, including fixing with angle cleat, grip strip,cadmium plated steel screws, including fixing of aluminium hinges 100x63x4mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of ‘U’beading and hinges will be paid for
separately): 25 mm thick.
Sq.M1291.8
9.132Providing and fixing aluminum U beading of required size to Pre laminated / flush door shutter, including fixing etc. complete as per
direction of Engineer-in-Charge.
Per Kg456.5
9.133.1.1Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the ‘W’ profile (0.55 mm thick ) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm.Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the ‘W’profile with 25 mm countersunk ribbed head screws @ 200 mm C/C.,all complete as per the drawing & directions of engineer-incharge, the joints of the boards are finished with specially formulated jointing compound and 48 mm wide jointing tape to provide seamless finish.Sq.M892.1
Tapered edge calcium silicate board made with calcareous & siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable
crystalline structure with compressive strength 225 kg/sqcm, Bending strength 100 kg/sqcm.: 10 mm thick.
9.133.2.1Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the ‘W’ profile (0.55 mm thick ) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm.Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the ‘W’profile with 25 mm countersunk ribbed head screws @ 200 mm C/C.,all complete as per the drawing & directions of engineer-incharge, the joints of the boards are finished with specially formulated jointing compound and 48 mm wide jointing tape to provide seamless finish.Sq.M704
Non-asbestos multipurpose cement board reinforced with cellulose fibre manufactured through autoclaving process (high pressure steam cured) as per IS :14862 with suitable
fibre cement screw: 8 mm thick.
9.133.3.1Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the ‘W’ profile (0.55 mm thick ) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm.Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the ‘W’profile with 25 mm countersunk ribbed head screws @ 200 mm C/C.,all complete as per the drawing & directions of engineer-incharge, the joints of the boards are finished with specially formulated jointing compound and 48 mm wide jointing tape to provide seamless finish: Gypsum board conforming to IS: 2095 Part - I:12.5 mm thick.Sq.M596.6
9.134.1.1.1Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:Second class teak wood
Sq.M3297
9.134.1.1.2Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:Kiln seasoned and chemically treated hollock wood
Sq.M2295.4
9.134.1.1.3Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:Kiln seasoned selected class of sheesham wood
Sq.M3100.3
9.134.1.2.1Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:With ISI marked stainless steel butt hinges of required size: Second class teak wood.
Sq.M3402.5
9.134.1.2.2Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:With ISI marked stainless steel butt hinges of required size: Kiln seasoned and chemically treated hollock wood
Sq.M2401
9.134.1.2.3Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:35 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:With ISI marked stainless steel butt hinges of required size: Kiln seasoned selected class of sheesham wood
Sq.M3205.8
9.134.2.1.1Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:Second class teak wood.
Sq.M2959
9.134.2.1.2Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:Kiln seasoned and chemically treated hollock wood:
Sq.M2102.9
9.134.2.1.3Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:with ISI marked M.S. pressed butt hinges bright finished of
required size:Kiln seasoned selected class of sheesham wood
Sq.M2790.6
9.134.2.2.1Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked stainless steel butt hinges of required size:Second class teak woodSq.M3064.4
9.134.2.2.2Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked stainless steel butt hinges of required size:Kiln seasoned and chemically treated hollock wood:Sq.M2208.4
9.134.2.2.3Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws:30 mm thick shutters:With ISI marked stainless steel butt hinges of required size:Kiln seasoned selected class of sheesham woodSq.M2896.1
9.135.1Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.50 mm all
complete:With 2nd class teak wood beading 62X19 mm
Sq.M1587.4
9.135.2Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.50 mm all
complete:With 12 mm mild steel U beading
Sq.M1302.1
9.136Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix,suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately).M1251.2
9.137Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and
certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail,top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/ m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing
hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-incharge
(panneling to be paid for separately).
Sq.M6520.8
9.138.1Providing and fixing glazing in fire resistant door shutters, fixed panels,ventilators and partitions etc.,with G.I. beading of appropriate size,made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2),fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc., complete all as per direction of Engineer-in-charge:With clear fire resistant glass panes 6 mm thick of approved brand, having minimum 60 minutes fire resistanceSq.M28328.2
9.139Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on backside of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge,all complete.Each6166.7
9.140.1Providing and fixing plain lining with necessary screws/nuts & 12 mm thick commercial ply conforming to IS : 1328 BWR typeSq.M892.9
9.141Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws,the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge.M619
9.142.135 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick,having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven selfSq.M2710.5
tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge:Non decorative finish (matt finish)
9.142.235 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick,having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner.Sq.M3320.8
Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge:Decorative finish (wood grained finish)
9.143Providing and Fixing factory made uPVC door frame, made of UPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm) , corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer’s specification and direction of Engineerin-chargeM420.8
9.144Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( ± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (± 0.2 mm) will be fixed to the vertical styles.Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer’s specification and direction of Engineer-incharge.Sq.M2976
9.145Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0
mm (± 0.2 mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer’s specification and direction of engineer-incharge.
M445.2
9.146Providing and fixing 37 mm thick factory made PVC Door shutter,styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness
2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile
reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer’s specification and direction of engineer-incharge.
Sq.M3098.1
9.147.1.1Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Casement Window (Outward/Inward opening) with
hinge System:Frame (50 mm x 50 mm).
M395.5
9.147.1.2Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Casement Window (Outward/Inward opening) with
hinge System:Sash (Style and Rail) (62 mm x 34 mm)
M376.2
9.147.1.3Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Casement Window (Outward/Inward opening) with
hinge System:Mullion (intermediate Section) (66 mm x 50 mm)
M421.1
9.147.1.4Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Casement Window (Outward/Inward opening) with
hinge System:‘T’ Profile (one vertical length in between two shutters) (24
mm x 34.5 mm)
M92
9.147.1.5Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Casement Window (Outward/Inward opening) with
hinge System:Glazing bead (12 mm x 18 mm)
M124
9.147.2.1Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length.Casement Window (With friction hinge & outward
opening):Casement Frame (67 mm x 62 mm)
M453.1
9.147.2.2Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length.Casement Window Sash/Mullion (67mm x 75mm ) (style,rail and intermediate section)
M491.6
9.147.2.3Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length.Casement Glazing bead (35 mm x 18 mm)
M168.9
9.147.3.1Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Sliding Window (Two Track, 2/4 Shutters):Two Track Sliding Frame (67 mm x 52 mm)
M540.4
9.147.3.2Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Sliding Window (Two Track, 2/4 Shutters):Sliding window Sash (60 mm x 44 mm)
M503.2
9.147.3.3Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Sliding Window (Two Track, 2/4 Shutters):Sliding Interlock for Window (one vertical length in each shutter)( 45.5 mm x 28 mm)
M132.1
9.147.3.4Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length:Sliding Window (Two Track, 2/4 Shutters):Sliding Glazing bead (35 mm x 18 mm)
M168.9
9.147.4.1Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length: Sliding Door (Two Track, 2/4 Shutters):Two Track Sliding Frame (67 mm x 52 mm)M518.7
9.147.4.2Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length: Sliding Door (Two Track, 2/4 Shutters):Sliding Door Sash (80 mm x 44 mm).M634.9
9.147.4.3Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling ofholes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length: Sliding Interlock for Door (one vertical length in each
shutter) (45.5 mm x 28 mm).
M132.1
9.147.4.4Providing and Fixing factory made uPVC white colour casement/sliding window/ door, made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners, including drilling of
holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2 mm thick
galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long fasteners, all complete as per direction of Engineer-in-charge (Glazing, hardware hinges and
fitting etc. to be paid separately). Note:- Each member of window to be measured separately with clear length: Sliding Glazing bead (35 mm x 18 mm)
M168.9
9.148.1Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung uPVC windows,of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-incharge:200 x 19 x 1.9 mmEach290.2
9.148.2Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung UPVC windows,of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-incharge.250 x 19 x 1.9 mmEach363.5
9.148.3Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung UPVC windows,of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-incharge.300 x 19 x 1.9 mmEach461.1
9.148.4Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung UPVC windows,of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-incharge.350 x 19 x 1.9 mmEach522.1
9.148.5Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung UPVC windows,of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-incharge.400 x 19 x 1.9 mmEach656.4
9.149Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc.complete.Each200.5
9.15Providing and fixing zinc alloyed (white powder coated) touch lock for UPVC sliding window with necessary screws etc. complete.Each139.5
9.151Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete.Each66.2
9.152Providing and fixing steel roller for UPVC sliding door with necessary screws etc. completeEach108.9
9.153Providing and fixing steel (white power coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete.Each127.3
9.154Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube,placed along the walls, ceiling and floor in a grid pattern with spacing @bolt, including making provision for opening for doors, windows, electrical conduits, switch boards 60 cm centre to centre both ways (vertically & horizontally ) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia,75 mm long etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge.Per Kg1063.3
9.155Providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mminserts excluding portion inside thick:Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587Sq.M1326
9.156.1Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS:14587:1998 marked, to frame, backing or studding with screws etc.complete ( Frames, backing or studding to be paid separately).:Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to
IS:14587
Sq.M970.8
9.156.2Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS:14587:1998 marked, to frame, backing or studding with screws etc.complete ( Frames, backing or studding to be paid separately).:Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 18 mm thick confirming to
IS:14587
Sq.M1268.2
9.157.1Providing and fixing Pre-laminated medium density fibre board IS:14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately):Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF
Board 18 mm thick confirming to IS:14587
Sq.M1385.1
9.157.2Providing and fixing Pre-laminated medium density fibre board IS:14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately):Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF
Board 25 mm thick confirming to IS:14587
Sq.M1820.8
9.158.1Providing and fixing in wall lining medium density fibre board IS:14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete:12 mm thickSq.M1008.4
9.158.2Providing and fixing in wall lining medium density fibre board IS:14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete:18 mm thickSq.M1303.1
9.158.3Providing and fixing in wall lining medium density fibre board IS:14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete:25 mm thickSq.M1756.2
9.159Providing and fixing 25mm thick pre-laminated medium density fibre board exterior grade ( Grade-I) IS:14587:1998 marked one side decorative and other side balancing lamination for cupboard shutters
edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete.
Sq.M1844.6
9.160.1Providing and fixing skirting with Pre-laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, (one side decorative and other side balancing lamination) with necessary fixing
arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete: 18 mm thick.
Sq.M1675.5
9.160.2Providing and fixing skirting with Pre-laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, (one side decorative and other side balancing lamination) with necessary fixing
arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete: 25 mm thick.
Sq.M2128.7
10.1Structural steel work in singal section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all completeKg59.2
10.3Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all completeKg69.2
10.5Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer.Sq.M4248.2
10.6Providing and fixing 1 mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40 x 40 x6 mm angle iron, 3mm M.S. gusset plates at the junction and comers, 25mm dia pulley, 40 x 40 x 6mm angle and T-iron guide at the top bottem respectively including applying a priming coat of approved steel primer.Sq.M2986.7
10.7Providing and fixing 1mm thick M.S. sheet door with frame of 40 x 40 x6mm angle iron & 3mm M.S. gusset plates at the junction & corners allo necessary fittings complete including applying a priming coat of approved steel primer.Sq.M2617
10.7.1Providing and fixing 1mm thick M.S. sheet door with frame of 40 x 40 x6mm angle iron & 3mm M.S. gusset plates at the junction & corners allo necessary fittings complete including applying a priming coat of approved steel primer. Using flats 30 x6mm for diagonal braces and central cross piece.Sq.M2503
10.8.1Supplying and fixing rolling shutters of approved make, made of required size of M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters: 80 x 1.25mm M.S. Laths with 1.25mm thick top coverSq.M2052
10.8.1+
10.9
Supplying and fixing rolling shutters of approved make, made of required size of M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters: 80 x 1.25mm M.S. Laths with 1.25mm thick top cover : Providing and fixing ball bearing for rolling shuttersSq.M2510.4
10.8.1+
10.9+
10.10.2
Supplying and fixing rolling shutters of approved make, made of required size of M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters: 80 x 1.25mm M.S. Laths with 1.25mm thick top cover : Providing and fixing ball bearing for rolling shutters : Extra for providing mechanical device chain and crank operation for operating rolling shutters : Exceeding 16.80 sqm in areaSq.M3246.3
10.8.1+
10.10.1
Supplying and fixing rolling shutters of approved make, made of required size of M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters:Extra for providing mechanical device chain and crank operation for operating rolling shutters : Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm)
80 x 1.25mm M.S. Laths with 1.25mm thick top cover
Sq.M2751.3
10.8.2Supplying and fixing rolling shutters of approved make, made of required size of M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters: 80 x 1.20mm M.S. Laths with 1.20mm thick top coverSq.M1828.2
10.8.3Supplying and fixing rolling shutters of approved make, made of required size of M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters: 80 x 0.90 mm thick M.S. laths with 0.90 mm thick top cover.Sq.M1730.6
10.8.3+
10.9
Supplying and fixing rolling shutters of approved make, made of required size of M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and M.S. top cover of required thickness for rolling shutters: 80 x 0.90mm thick M.S. laths with 0.90mm thick top coverSq.M2189
10.9Providing and fixing ball bearing for rolling shuttersSq.M458.4
10.10.1Extra for providing mechanical device chain and crank operation for operating rolling shutters : Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm)Sq.M699.3
10.10.2Extra for providing mechanical device chain and crank operation for operating rolling shutters : Exceeding 16.80 sqm in areaSq.M735.9
10.10AExtra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-charge (area of grill to be
measured.)
Sq.M329.6
10.11Fixing standard steel glazed doors, windows and ventilators in walls with 15x3 mm lugs 10 cm long embedded in cement concrete blocks 15 x 10 x 10 cm of 1:3:6(1 cement: 3 coarse sand : 6 gradded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required , including fixing of glass panes with glazing cfips and special metal-sash putty of approved make, or metal beading with screwsfonly steel windows with lugs, glass panes screws, shall be supplied by department free of cost)Kg29.8
10.11.1Fixing standard steel glazed doors, windows and ventilators in walls with 15x3 mm lugs 10 cm long embedded in cement concrete blocks 15 x 10 x 10 cm of 1:3:6(1 cement: 3 coarse sand : 6 gradded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required , including fixing of glass panes with glazing cfips and special metal-sash putty of approved make, or metal beading with screwsfonly steel windows with lugs, glass panes screws, shall be supplied by department free of cost) : Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).Kg15.7
10.12.1Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections,joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer: excluding the cost of metal beading and other fitting except necessary hinges or pivots as required: DoorsSq.M2843
10.12.1+
10.13B
Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections,joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with steel beading of approved shape and section with screw insted of glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer: including the cost of metal beading and other fitting except necessary hinges or pivots as required: Steel windowsSq.M3175
10.13AExtra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors,windows, Ventilators and comosite units: Steel doors.Sq.M278
10.13BExtra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors,windows, Ventilators and comosite units: Steel windowsSq.M332
10.13CExtra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors,windows, Ventilators and comosite units:Steel ventilatorsSq.M338.89
10.14.1Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15 x 3 mm lugs 10 cm long embedded in cement concerete blocks 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including.KG73.5
10.14.2Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15x3 mm lugs 10 cm long embedded in cement concerete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including: Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).KG70.9
10.15.1Providing and fixing pressed steel door confirming IS code 351 manufactured from commercial mild steel sheet of 1.25 mm thickness including higes, jamb, lock jamb , bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechinical means, adjustable lugs with split end tail to each jam including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile BM365.1
10.15.2Providing and fixing pressed steel door confirming IS code 351 manufactured from commercial mild steel sheet of 1.25 mm thickness including higes, jamb, lock jamb , bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechinical means, adjustable lugs with split end tail to each jam including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile CM389.6
10.15.3Providing and fixing pressed steel door confirming IS code 351 manufactured from commercial mild steel sheet of 1.25 mm thickness including higes, jamb, lock jamb , bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechinical means, adjustable lugs with split end tail to each jam including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile EM426.2
10.16.1Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coar of approved steel primer, welded and bolted including special shaped wahers etc. complete : Hot finished welded type tubes.Kg92.3
10.16.2Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coar of approved steel primer, welded and bolted including special shaped wahers etc. complete : Hot finished seamless type tubesKg109
10.16.3Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coar of approved steel primer, welded and bolted including special shaped wahers etc. complete : Electric resistance or induction butt welded tubes.Kg115.4
10.17Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying
including painting the exposed portion of loop,all as per standard design complete.
Each97
10.18Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.Each124.5
10.19Providing and fixing M.S. round holding down bolts with nuts and washer plates completeKg73.6
10.20(a)Providing and fixing bolts upto 300 mm in lengthKg89
10.20(b)Providing and fixing bolts above 300 mm in lengthKg68.72
10.21Providing and fixing M.S. rivets of sizes in position.Kg113.7
10.22(a)Welding by gas plant including tranportation of gasCm3
10.22(b)Welding by electric plant incluidng transportation of electric welding plant at site etc. complete.Cm2.7
10.28Providing and fixing bright finished brass casement window fastners of minimum weight 200 gms to side hung steel windows with necessary welding and machine screws etc. complete.Each71.3
10.29Providing and fixing bright finished brass peg stays 300 mm long of minimum weight 330 gms.to side hung steel windows with necessary welding and machine screws etc. complete.Each175.1
10.30.1Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machine screws etc. complete:300 mm long of minimum weight of 330 grams.Each175.1
10.30.2Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machine screws etc. complete:250 mm long of minimum weight of 240 grams.Each144.5
10.31Providing and fixing 14 mm bright finished brassEach223.9
10.32.1Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel, etc as required: In stringers, treads landings etc. of stair cases including use of required plates wherever required all complete.KG66.1
10.32.2Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel, etc as required: In gratings, frames, guard bar, ladders, railing, brackets, gets & similar works.KG76.7
10.33.1Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer:M.S. tube (medium) 40 mm nominal boreKG90.7
10.33.2Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer:E.R.W. tube 40 mm nominal diaKG119.7
10.33.3Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer:G.I. Pipes 40 mm nominal bore (class - B)KG102.4
10.33.4.Labour for fitting & fixing barbed wire fencing in six rows horizontal upto a height of 1.85m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete,angle,iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/I.Per M43.8
10.33.5.Labour for fitting & fixing barbed wire fencing in four rows horizontal upto a height of 1.25m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete,angle,iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/I.Per M30.8
10.33.6.Drilling 6mm dia in M.S.angle iron for fixing of staples etc.as per building specification and direction of E/I.Each5.3
10.33.7.Labour for cutting M.S.angle iron post to required length, one and splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/I.Each16.5
10.35.1Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve,including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge: 10 x 60 mm.Each539
10.35.2Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve,including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge: 10 x 80 mm.Each59.2
10.35.3Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve,including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge: 10 x 120 mm.Each73.2
10.35.4Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve,including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge: 10 x 140 mm.Each83.7
10.35.5Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve,including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge: 10 x 160 mm.Each103.7
10.36Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).Kg623.9
10.37.1Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete:Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides.Sq.M341.7
10.37.2Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete:Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides.Sq.M984.4
10.38.1Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with : 4.0 mm thick glass panes.Sq.M741.7
10.38.2Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with : 5.5 mm thick glass panes.Sq.M970
10.39.1Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side / top / centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer , but excluding the cost of other fittings,complete all as per approved design, (sectional weight of only steel members shall be measured for payment): Fixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).Kg101.3
10.39.2Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side / top / centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer , but excluding the cost of other fittings,complete all as per approved design, (sectional weight of only steel members shall be measured for payment): Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).71.6
10.4Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type),approved shape and section with screws instead of glazing clips and metal sash putty, in steel doors, windows, ventilators and composite units.M37.7
10.41.1Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of : Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate.Kg212.3
10.41.2Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of : Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).Kg206
10.42Providing and fixing bolts including nuts and washers complete.Kg89.7
10.43Providing and fixing concertina coil fencing with punched tape metre 289.50 concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) /Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)Metre289.5
11.1.1Brick on edge flooring with bricks of class designation 100A including cement slurry etc. complete in cement mortar: 1:4 (1 Cement : 4 coarse sand)Sq.M618.6
11.1.2.Brick on edge flooring with bricks of class designation 100A including cement slurry etc. complete in cement mortar: 1:6 (1 Cement : 6 coarse sand)Sq.M577.3
11.1.1. +
13.58.1
Brick on edge flooring with bricks of class designation 100A including cement slurry etc. complete in cement mortar: (1 Cement : 4 coarse sand) & Pointing on brick flooring with cement mortar 1:4( 1cement:4 coarse sand): Flush pointing.Sq.M677.9
11.3.1Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete: 40 mm thick with 20 mm nominal size stone aggregateSq.M245.7
11.452 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry,etc. but excluding the cost of nosing of steps etc. complete.Sq.M383.5
11.562 mm thick cement concrete flooring with metallic concrete hardener topping under layer 50 mm thick cement concrete 1:2:4(1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick metallic cement hardener consisting of mix 1:2(1 cement hardener mix:2 stone aggregate 6 rnrr.. ominal size) by volume hardning compound is mixed @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete.Sq.M420.6
11.6.1Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat
cement : 18 mm thick
Sq.M237.29
11.7Cement concrete pavement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) including finishing complete.Sq.M4743.8
11.8Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavemerts etc.Sq.M22
11.9.140 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 6 mm thick with white, blacm, chocolate, grey,yellow or Baroda green marble chips of sizes form 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1(3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : Dark shade pigment with ordinary cementSq.M446.6
11.9.240 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 6 mm thick with white, blacm, chocolate, grey,yellow or Baroda green marble chips of sizes form 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1(3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : Light shade pigment with white cementSq.M493.6
11.9.340 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 6 mm thick with white, blacm, chocolate, grey,yellow or Baroda green marble chips of sizes form 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1(3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : Medium shade pigment with 50% white cement and 50% ordinary cement.Sq.M470.1
11.9.440 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 6 mm thick with white, blacm, chocolate, grey,yellow or Baroda green marble chips of sizes form 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1(3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : White cement without any pigmentSq.M475.9
11.9.540 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 6 mm thick with white, blacm, chocolate, grey,yellow or Baroda green marble chips of sizes form 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1(3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : Light shade pigment with ordinary cement.Sq.M453.5
11.9.640 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 6 mm thick with white, blacm, chocolate, grey,yellow or Baroda green marble chips of sizes form 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1(3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : Ordinary cement without any pigmentSq.M427.4
11.10.140 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black.chocolate, grey,yellow or Baroda green marble chips of sizes from 4 mm to 7 mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marble powder) by weight in proportion of 4:7( 4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : Dark shade pigment with ordinary cementSq.M461.6
11.10.240 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black.chocolate, grey,yellow or Baroda green marble chips of sizes from 4 mm to 7 mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marble powder) by weight in proportion of 4:7( 4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : Light shade pigment with white cementSq.M528.7
11.10.340 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black.chocolate, grey,yellow or Baroda green marble chips of sizes from 4 mm to 7 mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marble powder) by weight in proportion of 4:7( 4 cement marble powder mix:7 marble chips) by volume including cement slurry etc. complete : Medium shade pigment with 50% white cement and 50% ordinary cementSq.M495.2
11.10.440 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black.chocolate, grey,yellow or Baroda green marble chips of sizes from 4 mm to 7 mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marble powder) by weight in proportion of 4:7( 4 cement marble powder mix:7 marble chips) by volume including cement slurry etc.complete : White cement without any pigmentSq.M505.9
11.10.540 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black.chocolate, grey,yellow or Baroda green marble chips of sizes from 4 mm to 7 mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marble powder) by weight in proportion of 4:7( 4 cement marble powder mix:7 marble chips) by volume including cement slurry etc. complete : Light shade pigment with ordinary cementSq.M471.5
11.10.640 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black.chocolate, grey,yellow or Baroda green marble chips of sizes from 4 mm to 7 mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marble powder) by weight in proportion of 4:7( 4 cement marble powder mix:7 marble chips) by volume including cement slurry etc. complete : Ordinary cement without any pigmentSq.M443.2
11.11.140 mm thick marble chips flooring,rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layre 12 mm thick with white, balck, chocoloate, grey,yellow or Baroda gren marble chips of sizes for 7 mm to 10 mm nominal size laid in cement marble powder mix 3:1(3 cement :1 marble powder mix :3marble chips) by volume including cement slurry etc. complete: Dark shade pigment with ordinary cement.Sq.M488.2
11.11.240 mm thick marble chips flooring,rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layre 12 mm thick with white, balck, chocoloate, grey,yellow or Baroda gren marble chips of sizes for 7 mm to 10 mm nominal size laid in cement marble powder mix 3:1(3 cement :1 marble powder mix :3marble chips) by volume including cement slurry etc. complete: Light shade pigment with white cement.Sq.M582.2
11.11.340 mm thick marble chips flooring,rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layre 12 mm thick with white, balck, chocoloate, grey,yellow or Baroda gren marble chips of sizes for 7 mm to 10 mm nominal size laid in cement marble powder mix 3:1(3 cement :1 marble powder mix :3marble chips) by volume including cement slurry etc. complete: Medium shade pigment with 50% white cement and 50% ordinary cementSq.M546.6
11.11.440 mm thick marble chips flooring,rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layre 12 mm thick with white, balck, chocoloate, grey,yellow or Baroda gren marble chips of sizes for 7 mm to 10 mm nominal size laid in cement marble powder mix 3:1(3 cement :1 marble powder mix :3marble chips) by volume including cement slurry etc. complete: White cement without any pigment.Sq.M542.9
11.11.540 mm thick marble chips flooring,rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layre 12 mm thick with white, balck, chocoloate, grey,yellow or Baroda gren marble chips of sizes for 7 mm to 10 mm nominal size laid in cement marble powder mix 3:1(3 cement :1 marble powder mix :3marble chips) by volume including cement slurry etc. complete: Light shade pigment with ordinary cement.Sq.M580.9
11.11.640 mm thick marble chips flooring,rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layre 12 mm thick with white, balck, chocoloate, grey,yellow or Baroda gren marble chips of sizes for 7 mm to 10 mm nominal size laid in cement marble powder mix 3:1(3 cement :1 marble powder mix :3marble chips) by volume including cement slurry etc. complete: Ordinary cement without any pigment.Sq.M462.7
11.12.1Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 94 cement marble poweder mix: 7 barbie chips) by volume:18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 coarse sand).
Sq.M572.3
11.12.2.1Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 94 cement marble poweder mix: 7 barbie chips) by volume:21 mm thick with under layer 15 thick cement plaster 1:3(1 cement:3 coarse sand): Dark shade pigment with ordinary cement.Sq.M584.4
11.12.2.2Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 94 cement marble poweder mix: 7 barbie chips) by volume:21 mm thick with under layer 15 thick cement plaster 1:3(1 cement:3 coarse sand): Light shade pigment with white cement
Sq.M631.4
11.12.2.3Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 94 cement marble poweder mix: 7 barbie chips) by volume:21 mm thick with under layer 15 thick cement plaster 1:3(1 cement:3 coarse sand): Medium shade pigment with 50 % white cement and 50% ordinary cement.
Sq.M607.9
11.12.2.4Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 94 cement marble poweder mix: 7 barbie chips) by volume:21 mm thick with under layer 15 thick cement plaster 1:3(1 cement:3 coarse sand): White cement without any pigment.
Sq.M588.1
11.12.2.5Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 94 cement marble poweder mix: 7 barbie chips) by volume:21 mm thick with under layer 15 thick cement plaster 1:3(1 cement:3 coarse sand): Light shade pigment with ordinary cement.
Sq.M591.3
11.12.2.6Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 94 cement marble poweder mix: 7 barbie chips) by volume:21 mm thick with under layer 15 thick cement plaster 1:3(1 cement:3 coarse sand): Ordinary cement without any pigment.
Sq.M603.6
11.13.1Providing and fixing glass strips in joints of terrazo/cement concrete floors: 40 mm wide and 4 mm thickM28.4
11.14Extra for laying terrazo flooring on stair case treads not exceeding 30cm in width including cost of forming, nosisng etc.Sq.M23.7
11.15.1Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7white, black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc.complete: 18 mm thick crazy marble stone white, black or as specified.Sq.M760.2
11.16.1Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm laid in floors and landings jointed with neat cement slurry mixed with pigement to match the shade of the tiles; including rubbing and polishing complete with precast tiles on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse snad) : Light shade using white cementSq.M821.2
11.16.2Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm laid in floors and landings jointed with neat cement slurry mixed with pigement to match the shade of the tiles; including rubbing and polishing complete with precast tiles on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse snad) : Medium shade using 50% white cement and 50% ordinary cementSq.M768.8
11.16.3Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm laid in floors and landings jointed with neat cement slurry mixed with pigement to match the shade of the tiles; including rubbing and polishing complete with precast tiles on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse snad) : Dark shade using ordinary cementSq.M636.2
11.16.4Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm laid in floors and landings jointed with neat cement slurry mixed with pigement to match the shade of the tiles; including rubbing and polishing complete with precast tiles on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse snad) : Ordinary cement without any pigmentSq.M604.6
11.17Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in widthSq.M31
11.18.1Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polishing complete with tiles of :Light shade using white cement.Sq.M1008
11.18.2Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polishing complete with tiles of :Medium shade using 50% white cement and 50% ordinary cement.Sq.M937.7
11.18.3Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polishing complete with tiles of :Dark shade using ordinary cement.Sq.M871.4
11.18.4Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polishing complete with tiles of :Ordinary cement without any pigment.Sq.M839.8
11.19.1Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : Light shade using white cement.Sq.M908.5
11.19.2Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : Medium shade using 50% white cement and 50% ordinary cement.Sq.M829.3
11.19.3Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with
pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : Dark shade using ordinary cement.
Sq.M752.5
11.19.4Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with
pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : Ordinary cement without pigment.
Sq.M720.9
11.20.1Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) : Light shade using white cement.Sq.M1043.2
11.20.2Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec.Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) : medium shade using 50% white cement and 50% ordinary cement.Sq.M861.7
11.20.3Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) : Dark shade using ordinary cement.Sq.M642
11.20.4Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) : ordinary cement without pigment.Sq.M610.3
11.21.1.1Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge: In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand):Acid and alkali resistant tile.Sq.M1189.5
11.21.2.1Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge:In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand):Acid and alkali resistant tile.Sq.M1236.4
11.22.1Tile work in skirting, risers of steps and dado (upto 2m height) over 12 mm thick bed of cement mortar 1:3(1 cement;3 coarse sand)
and jointed with grey cement slurry© 3.3 kg/ sqm including pointing in .white cement mixed with pigment of matching shade complete: Marble tiles (polished) Raj nagar 8 mm thick.
Sq.M1098.8
11.23.1Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with: Makrana white second quality.Sq.M3169.4
11.23.2Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with: Rajnagar plain white marble 18mm thick above 0.10 sqm upto 0.20 sqm.Sq.M1456.7
11.23.2.1Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with: Rajnagar plain white marble 18mm thick above 0.10 sqm upto 0.50 sqm.Sq.M1597.1
11.23.4Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with: Black Zebra marble.Sq.M1246.1
11.23.5Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with: Udaipur green marble.Sq.M1512.9
11.23.6Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with: Pink marble.Sq.M1449.7
11.24Extra for nosing in marble stone for treadsSq.M185.8
11.25Extra for marble stone flooring in treads of steps. Not exceeding 30 cm in width.Sq.M220.8
11.26.1Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4: 20 to 25 mm thick.Sq.M998.3
11.27Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm.Sq.M973
11.28.1.1Supplying sand stone 40 mm thick for flooring ,carriage to site and rough chisel dressing : Red sand stone.Sq.M287.3
11.28.1.2Supplying sand stone 40 mm thick for flooring ,carriage to site and rough chisel dressing : White sand stone.Sq.M314.2
11.28A.140 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base with joint base 1:1:1 (1 lime : 1 Surkhi : 1 coarse sand) or 1:5 (1 cement : 5 coarse sand) finished flush: Red sand stoneSq.M559.2
11.28A.241 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base with joint base 1:1:1 (1 lime : 1 Surkhi : 1 coarse sand) or 1:5 (1 cement : 5 coarse sand) finished flush: White sand stoneSq.M586.1
11.29.140 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base including pointing with C.M 1:2 (1 cement :2 stone dust) with an admixture of pigment to match the shade of the stone with base 1:1:1 (1 lime : 1surkhi : coarse sand or 1:5 (1 cement : 5 coarse sand) : Red sand stone.Sq.M584.2
11.29.240 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base including pointing with C.M 1:2 (1 cement :2 stone dust) with an admixture of pigment to match the shade of the stone with base 1:1:1 (1 lime : 1surkhi : coarse sand or 1:5 (1 cement : 5 coarse sand) : White sand stone.Sq.M611.1
11.30.140 mm thick fine dressed stone flooring over 20 mm (average) thick base with joint finished flush:base 1:5 (1 cement: 5 coarse sand ) : Red sand stone.Sq.M577.4
11.30.240 mm thick fine dressed stone flooring over 20 mm (average) thick base with joint finished flush:base 1:5 (1 cement: 5 coarse sand ) : White sand stone.Sq.M604.2
11.31Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab.M49
11.32Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 meter lengthSq.M10.7
11.33.225 mm wooden planking, tongued and grooved in flooring including fixing with iron screws complete : 2nd class teak wood.Sq.M3298.1
11.3438 mm thick parquet (wood block) flooring of 1st class teak wood laid over 25 mm thick levelling layer of cement concrete 1:2:4(1
cement:2 coarse sand:4 store aggregate 10 mm nominal size) to be paid separately coated with a thin layer of hot bitumen (blown type) @ 2.45 kg per sqm. including fixing blocks in position after dipping in hot bitumen (blown type) upto half depth,planed,levelled smooth and finished complete.
Sq.M5974
11.35Providing and fixing M.S. angle 50x50x5 mm to act as nosing with tugs of M.S. flat 10x5 mm 10 cm long forked at end 60 cm apart (minimum 3 lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surfaces etc. completeKG75.2
11.36Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.Sq.M766.3
11.37Providing and laying Ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.Sq.M799.4
11.38Providing and laying Ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc.,complete.Sq.M812.2
11.39Providing and laying Ceramic glazed floor tiles 400 x 400 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete.Sq.M1226.5
11.4Providing and laying Ceramic glazed floor tiles 400 x 400 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY ,KAJARIA or equivalent make in colours except white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete.Sq.M1264.9
11.41.1Providing and laying vitrifed floor tiles in different sizes { thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete: Size of Tile 50 x 50 cm.Sq.M1521.3
11.41.2Providing and laying vitrifed floor tiles in different sizes { thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete: Size of Tile 60 x 60 cm.Sq.M1694.3
11.41.3Providing and laying vitrifed floor tiles in different sizes { thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete: Size of Tile 80 x 80 cm.Sq.M1957.1
11.41.4Providing and laying vitrifed floor tiles in different sizes { thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete: Size of Tile 100 x 100 cm.Sq.M2681.2
11.42Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles.Sq.M357.1
11.43Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3 mm thickness.Sq.M359.4
11.44Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement , allSq.M322.1
11.45Providing and laying 500 x 500 x 40 mm thick Turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.Sq.M1550.1
11.46.1Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete : Size of Tile 500 x 500 mm.Sq.M1234.7
11.46.2Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete : Size of Tile 600 x 600 mm.Sq.M1403.6
11.46.3Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete : Size of Tile 800 x 800 mm.Sq.M1660.1
11.46.4Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete : Size of Tile 1000 x 1000 mm.Sq.M2367
11.47.1Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps,laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately):Size of Tile 500 x 500 mm.Sq.M1417.8
11.47.2Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps,laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately):Size of Tile 600 x 600 mm.Sq.M1586.7
11.47.3Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps,laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately):Size of Tile 800 x 800 mm.Sq.M1843.2
11.47.4Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps,laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately):Size of Tile 1000 x 1000 mm.Sq.M2550.2
11.48.1Grouting the joints of flooring tiles having joints of 3 mm width,using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineerin-charge: Size of Tile 500 x 500 mm.Sq.M199.4
11.48.2Grouting the joints of flooring tiles having joints of 3 mm width,using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineerin-charge: Size of Tile 600 x 600 mm.Sq.M169
11.48.3Grouting the joints of flooring tiles having joints of 3 mm width,using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineerin-charge: Size of Tile 800 x 800 mm.Sq.M138.7
11.48.4Grouting the joints of flooring tiles having joints of 3 mm width,using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineerin-charge: Size of Tile 1000 x 1000 mm.Sq.M102.1
11.49.1Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622 , of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness,including grouting of joints (Payment for grouting of joints to be made separately): Size of Tile 500 x 500 mm.Sq.M1375.9
11.49.2Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622 , of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness,including grouting of joints (Payment for grouting of joints to be made separately): Size of Tile 600 x 600 mm.Sq.M1544.8
11.49.3Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622 , of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness,including grouting of joints (Payment for grouting of joints to be made separately): Size of Tile 800 x 800 mm.Sq.M1801.3
11.49.4Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622 , of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness,including grouting of joints (Payment for grouting of joints to be made separately): Size of Tile 1000 x 1000 mm.Sq.M2508.2
11.5Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles.Sq.M8.5
11.51.aProviding and laying machine cut, mirror polished, Italian Marble stone flooring laid in required pattern in linear portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge:18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.Sq.M5245.9
11.52.aProviding and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge:18 mm thick Italian Marble stone slab, Perlato, Rosso verona,Fire Red or Dark Emperadore etc.Sq.M5473.2
11.53Providing and fixing Glass mossaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge.Sq.M1615.6
11.54.1Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the
architectural drawings, as specified and as directed by Engineer-incharge consisting of :
Sq.M4182.2
a) P roviding at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mmx100mmx3mm at the bottom of the pedestal tube,G.I.pedestal head of size 75mmx75mmx3.5 mm welded with GI fullythreaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in for level adjustment upto 50 mm,locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug:
b) S tringers system in all steel construction hot dipped galvanized of rectangular size 570 x 20 x 30 x 0.80 mm thick having holes at both
ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all
directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid,rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge:
c) providing and fixing Access Floor panel of 600 x 600 x 32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall finished with Antistatic High Pressure laminate with Non Warp technology uptobe steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory core mixed with lightweight foaming compound. The access floor shall be factory 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be
printed on the side of the panel to ensure the quality of the product : 300 mm Finished Floor Height (FFH).
11.54.2Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the
architectural drawings, as specified and as directed by Engineer-incharge consisting of :
Sq.M4182.2
a) P roviding at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mmx100mmx3mm at the bottom of the pedestal tube,G.I.pedestal head of size 75mm x 75mmx3.5 mm welded with GI fullythreaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in for level adjustment upto 50 mm,locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug:
b) S tringers system in all steel construction hot dipped galvanized of rectangular size 570 x 20 x 30 x 0.80 mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid,rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge:
c) providing and fixing Access Floor panel of 600 x 600 x 32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall finished with Antistatic High Pressure laminate with Non Warp technology uptobe steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory core mixed with lightweight foaming compound. The access floor shall be factory 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product : 450 mm Finished Floor Height (FFH).
11.72
Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.Sq.M253.8
11.72+
13.56.1
Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I:Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Flush pointing.Sq.M326.1
11.72
+ 13.57.1
Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I including flush pointing on brick flooring with cement mortar 1:3( 1cement: 3 coarse sand).Sq.M314.1
11.72
+ 13.58.1
Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I including flush pointing on brick flooring with cement mortar 1:4( 1cement: 4 coarse sand).Sq.M313.1
11.73Providing designation 100A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.Sq.M407
11.73+
13.56.1
Providing designation 100A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I :Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Flush pointing.Sq.M479.3
11.73
+ 13.57.1
Providing designation 100A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.including flush pointing on brick flooring with cement mortar 1:3( 1cement: 3 coarse sand).Sq.M467.3
11.73+
13.58.1
Providing designation 100A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.:Pointing on brick flooring with cement mortar 1:4( 1cement:4 coarse sand):Flush pointing.Sq.M466.3
11.74Providing designation 100 B one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building pecification and direction of E/l, but excluding carriage cost of bricks & sand.Sq.M235.6
11.75Providing designation 100B one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.Sq.M376.8
11.76Providing average 150mm thick dry rammed khoa beaten to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortear (1:10) all complete as per building specification and direction of E/I.Sq.M329.9
11.77Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.Sq.M475.4
11.78Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc.complete as per manufacturer’s specifications & direction of Engineer-in-Charge.60mm thick C.C.paver block of M-35 grade with approved colour,design & pattern.Sq.M690.7
11.79.1Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns,drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:(a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.Sq.M763.4
11.79.2Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns,drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:(b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern.Sq.M722.6
12.1.3.Providing corrugated G.S. sheet roofing fixed with G.I. J hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet wshers filled with white lead and including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60º ) excluding the cost of purlins, rafters and trusses: 1.00mm thick with zinc coating not less than 275 gm/SqmSq.M859.8
12.1.4.Providing corrugated G.S. sheet roofing fixed with G.I. J hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet wshers filled with white lead and including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60º ) excluding the cost of purlins, rafters and trusses: 0.8mm thick with zinc coating not less than 275 gm/SqmSq.M729.7
12.1.5.Providing corrugated G.S. sheet roofing fixed with G.I. J hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet wshers filled with white lead and including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60º ) excluding the cost of purlins, rafters and trusses: 0.63mm thick with zinc coating not less than 275 gm/SqmSq.M618.8
12.1.5.+
12.4.5
Providing corrugated G.S. sheet roofing fixed with G.I. J hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet wshers filled with white lead and including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60º ) excluding the cost of purlins, rafters and trusses: 0.63mm thick with zinc coating not less than 275 gm/Sqm: Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 dm2 for chimney stacks, sky light etc. 0.63 mm thickSq.M641.6
12.2Extra for providing and fixing corrugated G.S. sheets vertically or to a pitch exceeding 60Sq.M6.5
12.3.4Extra for providing and fixing curved C.G.S. sheets on roofing : 0.80 mm thickSq.M7.4
12.3.5Extra for providing and fixing curved C.G.S. sheets on roofing : 0.63 mm thickSq.M6
12.4.3Extra for straight cutting in C.G. S. sheet roofing for making opening of area exceeding 40 dm2 for chimney stacks , sky light etc: 1.00 mm thickM28.5
12.4.4Extra for straight cutting in C.G. S. sheet roofing for making opening of area exceeding 40 dm2 for chimney stacks , sky light etc: 0.80 mm thickM22.8
12.4.5Extra for straight cutting in C.G. S. sheet roofing for making opening of area exceeding 40 dm2 for chimney stacks , sky light etc: 0.63 mm thickM22.8
12.5.3Extra for circular cutting in C. G. S. sheet roofing for making opening of area exceeding 40 square decimeter: 1.0 mm thickM161.5
12.5.4Extra for circular cutting in C. G. S. sheet roofing for making opening of area exceeding 40 square decimeter: 0.8 mm thickM129
12.5.5Extra for circular cutting in C. G. S. sheet roofing for making opening of area exceeding 40 square decimeter: 0.63 mm thickM129
12.6.1Providing ridges or hips of width 60 cm over all width plain G.S.sheet fixed with G.I. J or, L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete : 0.80 mm thick with zinc coating not less than 275 gm/Sqm consider the length of the ridge 10.35 metres. The ridges will be made out of plain G.I. sheets 0.9 m x 1.8 mM499.9
12.6.2Providing ridges or hips of width 60cm over all width plain G.S.sheet fixed with G.I. J or, L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete : 0.63 mm thick with zinc coating not less than 275 gm/SqmM432.4
12.7.1Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with G.I. or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete: 1.60 mm thick with zince coating not less than 350gm/m2M982.2
12.8.2Providing flashing of 40 cm over al width in plain, G.S. sheet fixed with G.I.J.or L. hooks, bolts and nuts G.I. limpet and bitumen washers complete, bent to shape and fixed in wall with cement mortar 1:3(1 cement:3 coarse sand): 1.00 mm thick with zinc coating not less than 275 gm/m3M359
12.9.3Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter with iron brackets 40 x 3 mm size bolts, nuts and washers etc. including making necessary connections with rain water pipes complete: 0.80 mm thick zine coating not less than 275 gm/sqm consider a length of 9.04 metres.M463.7
12.9.4Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter with iron brackets 40 x 3 mm size bolts, nuts and washers etc. including making necessary connections with rain water pipes complete: 0.63 mm thick zine coating not less than 275 gm/sqm consider a length of 9.04 metres.M407.5
12.10.1Providing asbestos cement 6mm thick corrugated sheets foofing and fixing with G.I. J or, L hooks, bolts and nuts 8mm dia G.I. plain and bitumen washers complete excluding the cost of purlins, rafters and trusses corrugated sheet: Upto 60º pitchSq.M328.4
12.10.2Providing asbestos cement 6mm thick corrugated sheets foofing and fixing with G.I. J or, L hooks, bolts and nuts 8mm dia G.I. plain and bitumen washers complete excluding the cost of purlins, rafters and trusses corrugated sheet: above 60º pitchSq.M335.2
12.11Extra for straight cutting in A.C. corrugated, semi corrugated 6 mm thick sheet roofing for making opening of area exceeding 40 dm2 for chimney stacks, skylights etc.M22.8
12.12Extra for circular cutting in A.C. corrugated/ semi corrugated 6 mm thick sheet roofing for making opening of area exceeding 40 dm2M189.7
12.13Extra for providing and fixing wind ties of 40 x 6mm flat iron sectionM113.2
12.14.1Providing and fixing ridges and hips in asbestos cement sheet roofing : One piece plain angular ridges consider a shed of 20 x 10m (external dimentions at plinth)M210.8
12.14.2Providing and fixing ridges and hips in asbestos cement sheet roofing : Serrated of plain wing adjustable ridges Consider a shed of x 10 m ( external dimension at plinth)M277.7
12.14.3Providing and fixing ridges and hips in asbestos cement sheet roofing : Close fitting adjustable ridges consider a shed of 20 x 10 m (external dimension at plinth)M355.5
12.14.5Providing and fixing ridges and hips in asbestos cement sheet roofing : Unserrated adjustable hips consider a shed with hip as 20.2 metres.M277.3
12.15.1Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bolts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: Approan flashing pieces.M198.1
12.15.2Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: Eves filler pieces.M148.8
12.15.3Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: North light and ventilator curves.M367.9
12.15.4Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: Barge boards.M237.4
12.15.6Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: Ridge finials.Pair143.7
12.15.8Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: Curved barge boards for north light curves.Each265.7
12.15.9Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: Roof lights.Each1429.4
12.15.10Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: Expansion joints for ridges.Each427
12.15.11Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: Expansion joints for north light curves.Each351.3
12.15.12Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bollts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete: S type louvers.M141.4
12.2Providing flat iron brackets 50 x 3 mm size, with necessary bolts, nuts and washers etc. for fixing asbestos cement/ G.S. sheet gutters with purlins.M62
12.29.1Painting top of roof with bitumen of approved quality at 17 kg per 10 m2 impregnated with a coat of coarse sand at 60 cubic cm per 10 m2 including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete: With residual type petroleum bitumen of VG10Sq.M110.5
12.33.2Providing and laying brick tiles of class designation 100 over mumty roof grouted with cement mortar 1:3 (1 cement :3 coarse and) mixed with 2% if integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement :3 fine sand) and finished neat: With F.P. brick tilesSq.M436
12.33AProviding and laying pressed clay tiles (as per approved pattern 20 mm nomnal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1cement :4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand) and finished neat complete.Sq.M515
12.38.1Providing gola 75 x 75m in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10cm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design: In 75 x 75 mm deep chaseM94.7
12.39Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet Im x 1m x 400 micron, finished with 12mm cement plaster 1:3( 1 cement :3 coase sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.Each150.1
12.40.1.1Providing sand stone slabs for roofing and laying them in cement mortar 1:4 (1 cement:4 coarse sand) over wooden karries or R.C.C. battens (karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement:3 coarse sand) complete: Red sand stone slab : 40 mm thickSq.M376
12.40.1.2Providing sand stone slabs for roofing and laying them in cement mortar 1:4 (1 cement:4 coarse sand) over wooden karries or R.C.C. battens (karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement:3 coarse sand) complete: Red sand stone slab : 45 mm thickSq.M393.6
12.40.1.3Providing sand stone slabs for roofing and laying them in cement mortar 1:4 (1 cement:4 coarse sand) over wooden karries or R.C.C. battens (karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement:3 coarse sand) complete: Red sand stone slab : 50 mm thickSq.M411.3
12.40.2.1Providing sand stone slabs for roofing and laying them in cement mortar 1:4 (1 cement:4 coarse sand) over wooden karries or R.C.C. battens (karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement:3 coarse sand) complete: White sand stone slab : 40 mm thickSq.M447.2
12.40.2.2Providing sand stone slabs for roofing and laying them in cement mortar 1:4 (1 cement:4 coarse sand) over wooden karries or R.C.C. battens (karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement:3 coarse sand) complete: White sand stone slab : 45 mm thickSq.M464.7
12.40.2.3Providing sand stone slabs for roofing and laying them in cement mortar 1:4 (1 cement:4 coarse sand) over wooden karries or R.C.C. battens (karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement:3 coarse sand) complete: White sand stone slab : 50 mm thickSq.M482.5
12.45.1Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS :277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts,other flange of cleat fixed to the angle hangers of 25x 10x 0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I.intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layerscovering upto 150 mm on both sides of joint and two coats of primer suitable for board,Sq.M745.6
all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutoutsmade with frame of perimeter channels suitably fixed, all complete as per drawings, specification
and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to IS:2095- Part I
12.45.2Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS :277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts,other flange of cleat fixed to the angle hangers of 25x 10x 0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I.intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I.Sq.M792.6
wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layerscovering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutoutsmade with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum fire resistant board conforming to IS: 2095- Part I
12.45.3Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS :277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts,other flange of cleat fixed to the angle hangers of 25x 10x 0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicularSq.M813.9
to G.I.intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layerscovering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutoutsmade with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum moisture resistant board
12.45.4Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS :277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts,other flange of cleat fixed to the angle hangers of 25x 10x 0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I.intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre,Sq.M1646.4
with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layerscovering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutoutsmade with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer’s specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60.
12.52.2Grading roof for water proofing treatment with :Cement concrete 1:2:4(1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size)Cu.m3732.9
12.52.3Grading roof for water proofing treatment with cement mortar 1:3 (1 cement : 3 coarse sand)Cu.M6473
12.52.4Grading roof for water proofing treatment with cement mortar 1:4 (1 cement : 4 coarse sand)Cu.M5537.3
12.54.1Providing and fixing 20mm thick wooden planks celling (frame work for base to be paid seprately) with M.S. screws: 2nd class teak woodSq.M1954.7
12.54.3Providing and fixing 20mm thick wooden planks celling (frame work for base to be paid seprately) with M.S. screws: Ist class kail woodSq.M890.8
12.55.1.1Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): Natural colour insulating board: 12 mm thick.Sq.M514.7
12.55.2.1Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): White face insulating board: 12 mm thick.Sq.M624.3
12.55.3.1Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): Flame retardant face insulating board: 12 mm thick.Sq.M575.1
12.56.1.1Providing and fixing hard board sheet ceiling of approved quality with necessary nails etc complete (frame work to be paid separately) : Standard quality boards : 3 mm thickSq.M306.1
12.56.1.2Providing and fixing hard board sheet ceiling of approved quality with necessary nails etc complete (frame work to be paid separately) : Standard quality boards : 4.5 mm thickSq.M339.8
12.57.2Providing and fixing flat pressed 3 layer medium density particle board sheet Grade I conforming to IS: 3087 in ceiling with necessary nails etc. complete (frame work to be paid separately): 12 mm thickSq.M588.2
12.58.2Providing and fixing plain A.C. sheet ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): 6 mm thickSq.M384.4
12.59.1Extra for circular cutting and waste in ceilling with : 2nd class teak wood planks : 20 mm thickM335
12.59.4.1Extra for circular cutting and waste in ceilling with : Natural colour insulating board : 12 mm thickM153.5
12.59.5.1Extra for circular cutting and waste in ceilling with : White face insulating board : 12 mm thickM168.5
12.59.6.1Extra for circular cutting and waste in ceilling with : Flame retardant face insulating board : 12 mm thickM161
12.59.7.1Extra for circular cutting and waste in ceilling with : Standard quality hard board sheet : 3 mm thickM129.2
12.59.7.2Extra for circular cutting and waste in ceilling with : Standard quality hard board sheet : 4.5 mm thickM133.4
12.6Extra for providing and fixing ceiling to curved surfaces in narrow widths.Sq.M110.3
12.60AProviding and fixing false ceiling with 12 mm thick plain/or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS :3087 finished with a coat of aluminum primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodized aluminum (with 15 micron anodic coating) T-sections 35x15x1.5 mm size main runners and cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S.rod fixed to roof slab ny means of ceiling cleats. The suspenders shall be placed 600x1200 mm centre to centre including fixing to the frame with CP brass screws and applying a priming coat of zinc chromate yellow primer for steel members complete (Frame work and suspenders to be paid for separately)Sq.M591.1
12.60CExtra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain/or with design particle board ceiling tiles in item above.Sq.M378.4
12.61.1Providing 10mm thick plaster of paris (Gypsum anhydrous) ceiling upto a height of 5 m above floor level over first class kail wood strips 25 x 6 mm with 10mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately) Flat surfaces.Sq.M670
12.61.2Providing 10mm thick plaster of paris (Gypsum anhydrous) ceiling upto a height of 5 m above floor level over first class kail wood strips 25 x 6 mm with 10mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately) Curved surfaces.Sq.M755.4
12.62Extra for any sunk or raised moldings in the plaster of Paris (Gypsum anhydrous) ceilingSq.M178.1
12.63Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres height from floor level.Sq.M66.4
12.64Providing and fixing 12 mm thick plaster of pairs (Gypsum anhydrous) ceiling tiles upto a height of 5 metres above floor level over wooden frames and rendered smooth with plaster of pans (frame work to be paid separately).Sq.M413.7
12.65Extra for providing and fixing plaster of Paris (Gypsum anhydrous) ceiling tiles beyond 5 metres height form floor level.(Height beyond 5 m to be measured for extra payment)Sq.M31.2
12.67AThermal insulation of roofing with bonded mineral wool, laid over false ceilling with suitable adhesive as per directions of the Engineer-in-charge.Sq.M245.4
12.67B.1Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in charge: With Type N-Normal.Sq.M304.2
12.67B.2Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in charge: With Type SE Self Extinguishing type.Sq.M304.2
12.68.1Providing and fixing 100mm diametere and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 fine sand): Stone ware spout Each
Spout
70.8
12.68.2Providing and fixing 100mm diametere and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 fine sand): Cement concrete spoutEach
Spout
70.8
12.71.1Providing and fixing M.S. holderbat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10 x 10 x10cm of 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc: 75mm diameterEach108.3
12.71.2Providing and fixing M.S. holderbat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10 x 10 x10cm of 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc: 100mm diameterEach105.9
12.71.3Providing and fixing M.S. holderbat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10 x 10 x10cm of 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc:150mm diameterEach112
12.73.1Providing lead caulked joints to sand cast iron rain water pipes and fittings: 75 mm dia pipeEach134.8
12.73.2Providing lead caulked joints to sand cast iron rain water pipes and fittings: 100 mm dia pipeEach173.4
12.73.3Providing lead caulked joints to sand cast iron rain water pipes and fittings: 150 mm dia pipeEach242.9
12.74.2.3Providing and embedding sand cast iron accessories for rain water pipes in the
masonry surrounded with 12 mm thick cement mortar of the same mix, as that
of masonry (lead caulking will be paid for separately):Sand cast iron plain shoes:150 mm diameter
Shoe296.3
12.78.1Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 75mm diameterM127.3
12.78.2Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 110mm diameterM212.4
12.79.1.1Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia PVC CouplerEach105.5
12.79.1.2Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia PVC CouplerEach140.2
12.79.2.1Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia Single pushfit CouplerEach125.1
12.79.2.2Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Single pushfit CouplerEach175.6
12.79.3.1Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75 x 75 x 75mm dia Single Jn Tee with doorEach221.2
12.79.3.2Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110 x 110 x 110mm dia Single Jn Tee with doorEach306.1
12.79.4.1Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75 x 75 x 75mm dia Single Jn Tee without doorEach196.8
12.79.4.2Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110 x 110 x 110mm dia Single Jn Tee without door (T. Bend)Each257.3
12.79.5.1Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia Plain bendEach112.9
12.79.5.2Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Plain bendEach168.3
12.79.6.1Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia ShoeEach175.1
12.79.6.2Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia ShoeEach305.02
12.80.1Providing and fixing unplasticised-PVC clip of approved design to unplasticised PVC by means of 50 x 50 x 50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. complete: 75mm dia clipEach126.2
12.80.2Providing and fixing unplasticised-PVC clip of approved design to unplasticised PVC by means of 50 x 50 x 50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. complete: 110mm dia clipEach144.49
12.81
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams.Each39.1
12.82Providing and fixing at all height false ceiling of 12.5 mm thick - tapered edge gypsum board conforming to IS : 2095 includng- providing and fixing of frame work made of special sections power pressed from M.S. sheety and galvanised in accordance with zinc coating 600 as per IS 277 and consisting of angle cleats of size 25 mm wide x 16 mm thick with flanges of 22 mm and 27 mm at 1200 mm centre to centre one flange fixed to the ceiling with dash fastner 12.5 mm dia x 40 mm long with 6 mm dua bolts to the angle hangers of 25 x 25 x 5 mm of required length, and other end of angle hanger being fixed with nut and bolts to rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick botton wedge of 80 mm with tapered flanges of 26 mm each having clips of 10.5 mm at 450 mm centre to centre shall be fixed in a direction perpendicular to G.I. channelSq.M768.5
with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long the perimater of ceiling fixed to wall.
13.11.112mm cement plaster of mix : 1:3(1 cement : 3 coarse sandSq.m128.2
13.11.1+
13.36.1
12mm cement plaster of mix : 1:3(1 cement : 3 coarse sand : Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:3 (1 cement : 3 sand)Sq.m135.5
13.11.1+
13.36.1+
13.26
12mm cement plaster of mix : 1:3(1 cement : 3 coarse sand : Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:3 (1 cement : 3 sand) : Neat cement punningSq.m167.8
13.11.1+
13.26
12mm cement plaster of mix : 1:3(1 cement : 3 coarse sand : Neat cement punningSq.m160.5
13.11.212mm cement plaster of mix:
1:4 (1 cement : 4 coarse sand)
Sq.M114.7
13.11.2+
13.26
12mm cement plaster of mix : 1:4(1 cement : 4 coarse sand : Neat cement punningSq.m147
13.11.2 +
13.36.2
12mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:4 (1 cement : 4 sand)Sq.M120.5
13.11.312mm cement plaster of mix: 1:5 (1 Cement : 5 coarse sand)Sq.M107.4
13.11.412mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand)Sq.M101.2
13.11.4+
13.37
12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand):Extra for plastering exteriour walls of height more than 10 m form ground level for every additional height of 3 m or part here ofSq.M130
13.12.115 mm cement plaster on rough side of single or half brick wall of mix: 1:3 (1 cement :3 coarse sand)Sq.M149.2
13.12.1+
13.26
15mm cement plaster on rough side of single or half brick wall of mix: 1:3 (1 cement : 3 coarse sand) : Neat cement punningSq.M181.5
13.12.215mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand)Sq.M133.2
13.12.2+
13.26
15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand) : Neat cement punningSq.M135.5
13.12.2+
13.26+
13.36.2
15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand) : Neat cement punning : Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:4 (1 cement : 4 sand)Sq.M141.3
13.12.2+
13.36.4
15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand): Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 15mm cement plaster 1:4 (1 cement : 4 sand)Sq.M133.2
13.12.315mm cement plaster on rough side of single or half brick wall of mix: 1:5 (1 cement : 5 coarse sand)Sq.M124.5
13.12.415mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand)Sq.M117.1
13.13.1Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand)Sq.M182.3
13.13.1+
13.26
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand) : neat cement punning.Sq.M214.6
13.13.1+
13.36.1
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand):Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:3 (1 cement : 3 sand)Sq.M189.6
13.13.1+
13.36.1+
13.26
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:3 (1 cement : 3 sand) : neat cement punning.Sq.M221.9
13.13.1+
13.36.6+
13.26
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:4 (1 cement : 4 sand) : neat cement punning.Sq.M222.8
13.13.1+
13.36.5
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:3 (1 cement : 3 sand)Sq.M192.8
13.13.1+
13.36.5+
13.26
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:3 (1 cement : 3 sand) including neat cement punningSq.M225.1
13.13.2Cement plaster in coarse sand : 20mm cement plaster of mix : 1:4(1cement : 4 coarse sand)Sq.M161.3
13.13.2+
13.36.2
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:4(1cement : 4 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:4 (1 cement : 4 sand)Sq.M167.1
13.13.2+
13.36.6
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:4(1cement : 4 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:4 (1 cement : 4 sand)Sq.M169.5
13.13.2+
13.26
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:4(1cement : 4 coarse sand) : Neat cement punningSq.M193.6
13.13.2+
13.36.6+
13.26
Cement plaster in coarse sand : 20mm cement plaster of mix : 1:4(1cement : 4 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:4 (1 cement : 4 sand) including neat cement punningSq.M201.8
13.13.3Cement plaster in coarse sand : 20mm cement plaster of mix : 1:5 (1cement : 5 coarse sand)Sq.M150.1
13.13.4Cement plaster in coarse sand : 20mm cement plaster of mix : 1:6 (1cement : 6 coarse sand)Sq.M140.4
13.14.112 mm lime plaster of mix: 1:1:1 (1 lime putty:1 surkhi:1sand )Sq.M103.9
13.14.213 mm lime plaster of mix: 1:1:2 (1 lime putty :1surkhi:2 sand)Sq.M97.1
13.14.314 mm lime plaster of mix: 1:2(1 lime: 2surkhi)Sq.M117.4
13.14.415 mm lime plaster of mix: 1:3(1lime putty: 3surkhi)Sq.M117.2
13.17.112mm cement plaster of mix: 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cementSq.M159
13.17.1+ 13.36.112 mm. cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement : Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:3 (1 cement : 3 sand)Sq.M166.3
13.17.1+ 13.36.512 mm. cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement : Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:3 (1 cement : 3 sand)Sq.M169.5
13.17.212 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of neat cement Details of cost for 10 sqmSq.M145.5
13.1815mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.Sq.M180.1
13.1918mm cement plaster in two coat under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand finished rough with spongeSq.M158.1
13.19+
13.26
18mm cement plaster in two coat under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand finished rough with sponge: Neat cement punning.Sq.M190.4
13.218mm cement plaster in two coats underlayer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and top layer 6 mm thick, cement plaster 1:3 (1 cement :3 coarse sand) finished rough with sponge.Sq.M170
13.24.16mm cement plaster to ceilling of Mix :
1:3 (1 cement : 3 coarse sand)
Sq.M94.1
13.24.1+
13.26
6mm cement plaster to ceilling of Mix :
1:3 (1 cement : 3 coarse sand) :Neat cement punning
Sq.M126.4
13.24.26mm cement plaster to ceilling of Mix :
1:4 (1 cement : 4 coarse sand)
Sq.M87.4
13.24.2+
13.26
6mm cement plaster to ceilling of Mix :
1:4 (1 cement : 4 coarse sand) : Neat cement punning
Sq.M119.7
13.24.2+
13.37
6mm cement plaster to ceilling of Mix :
1:4 (1 cement : 4 coarse sand):Extra for plastering exteriour walls of height more than 10 m form ground level for every additional height of 3 m or part here of
Sq.M116.2
13.26Neat cement punningSq.M32.3
13.30.1Rough cast plaster upto 10m hight above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 course sand) and top layer 10mm cement plaster 1:3 (1 cement :3 coarse sand) mixed with 10% finely grounded hydrated lime by volumn of cement: Oridinary cement finish using ordinary cementSq.M285
13.31.1Rough cast plaster with a mixture of sand and gravel or crushed stone from 2.36mm to 12.5mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:5 (1 cement : 5 course sand) and top layer 10mm cement plaster 1:3 (1 cement :3 coarse sand) mixed with 10% finely grounded hygrated lime by volume of cement : Ordinary cement finish using ordinary cementSq.M277.7
13.32Pebble dash piaster with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size dashed over and including fresh plaster in two layers under layer 12 mm
cement plaster 1:4(1 cement: 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3(1 cement :3 coarse sand) mixed with 10% finely grounded hydrated lime by volume of cement
Sq.M271.7
13.36.1Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:3 (1 cement : 3 sand)Sq.M7.3
13.36.2Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:4 (1 cement : 4 sand)Sq.M5.8
13.36.3Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 15mm cement plaster 1:3 (1 cement : 3 sand)Sq.M8.4
13.36.4Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 15mm cement plaster 1:4 (1 cement : 4 sand)Sq.M6.6
13.36.5Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:3 (1 cement : 3 sand)Sq.M10.5
13.36.6Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:4 (1 cement : 4 sand)Sq.M8.2
13.37Extra for plastering exteriour walls of height more than 10 m form ground level for every additional height of 3 m or part here ofSq.M28.8
13.38.1Extra for plastering on circular work not exceeding 6 m in radius : In one coatSq.M12.2
13.38.2Extra for plastering on circular work not exceeding 6 m in radius : In two coatSq.M17.5
13.39.1Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In one coat.Sq.M171
13.39.2Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In two coat.Sq.M281.3
13.40.1Extra for plastering: Spherical ceilingSq.M45.3
13.40.2Extra for plastering: Groined ceilingSq.M49.7
13.40.3Extra for plastering: Flewing soffitsSq.M29.5
13.40AProviding and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.Sq.M81.1
13.40A+
13.75
Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete: Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give and even shade.Sq.M127.8
13.40A+
13.77.2
Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete:Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: New work (two or more coats) over and including priming coat with cement primerSq.M150.2
13.40A+
13.92.1
Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete: Wall painting with plastic emulsion paint of approved brand and manufacture to givje an even shade: Two or more coats on new workSq.M141
13.45.1Finishing walls with textured exterior paint of required shade : New work (Two or more coat applied @ 3.28 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)Sq.M122.6
13.45.1+
13.78.1
Finishing walls with textured exterior paint of required shade : New work (Two or more coat applied @ 3.28 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm):Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer
Sq.M149.5
13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)Sq.M71.1
13.46.A1Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior.Sq.M83.6
13.48.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.Sq.M81.4
13.48.2Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.75 ltr/ 10 sqm of approved brand and
manufacture.
Sq.M69.6
13.48.3Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.Sq.M27.1
13.48.4Extra for lining out plaster to imitate stone or concrete blocks wallingSq.M27.1
13.50.112 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):Flush Band1 m long
& 1cm
wide
2.1
13.50.213 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):Sunk Band2 m long
& 1cm
wide
2.3
13.50.314 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):Raised Band3 m long
& 1cm
wide
2.6
13.50.415 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):Molded Band4 m long
& 1cm
wide
4.2
13.51.118 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand): Flush Band.5 m long
& 1cm
wide
2.6
13.51.219 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand): Sunk Band.6 m long
& 1cm
wide
2.9
13.51.320 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand): Raised Band.7 m long
& 1cm
wide
3.2
13.51.421 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand): Molded Band.8 m long
& 1cm
wide
5.7
13.5218 mm thick molded cement mortar band in two coats, under layer 12 mm thick with cement mortar 1:5(1 cement:5 coarse sand top layer 6 mm thick with cement mortar 1:4(1 cement :4 coarse sand)9 m long
& 1cm
wide
5.6
13.56.1Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Flush pointing.Sq.M72.3
13.56.2Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Ruled pointingSq.M76.7
13.56.3Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Struck or weatherd pointingSq.M92.1
13.56.4Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Raised and cut pointingSq.M116.1
13.56.4+
13.36.4
Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Raised and cut pointing :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 15mm cement plaster 1:4 (1 cement : 4 sand)Sq.M122.7
13.57.1Pointing on brick flooring with cement mortar 1:3( 1cement: 3 coarse sand):
Flush pointing.
Sq.M60.3
13.57.2Pointing on brick flooring with cement mortar 1:3( 1cement: 3 coarse sand): Ruled pointingSq.M65
13.58.1Pointing on brick flooring with cement mortar 1:4( 1cement:4 coarse sand).
Flush pointing.
Sq.M59.3
13.58.2Pointing on brick flooring with cement mortar 1:4( 1cement:4 coarse sand). Ruled pointingSq.M60.2
13.63.1Pointing on tile brick work with cement mortar 1:3 ( 1 cement : 3 coarse sand) : Flush pointingSq.M96.1
13.63.2Pointing on tile brick work with cement mortar 1:3 ( 1 cement : 3 coarse sand) : Ruled pointingSq.M100.1
13.63.3Pointing on tile brick work with cement mortar 1:3 ( 1 cement : 3 coarse sand) : Struck or weathered pointingSq.M115.9
13.64.1Pointing on stone work with C.M. 1:3 (1cemdent :3 fine sand) : Flush pointingSq.M98.7
13.64.2Pointing on stone work with C.M. 1:3 (1cemdent :3 fine sand) : Ruled pointingSq.M105.7
13.64.3Pointing on stone work with C.M. 1:3 (1cemdent :3 fine sand) : Raised and cut pointingSq.M179.2
13.68.1Pointing on stone slab with C.M. 1:2 (1cemdent :2 coarse sand) : Flush pointingSq.M56.7
13.68.2Pointing on stone slab with C.M. 1:2 (1cemdent :2 coarse sand) : Ruled pointingSq.M60.2
13.69Extra for pointing on walls on the outside at height more than 10m from ground level for every additional height of 3 m or part there ofSq.M5.5
13.70.1White washing with lime to give an even shade: New work (three or more coats)Sq.M12.5
13.70.1+
13.78.1
White washing with lime to give an even shade: New work (three or more coats) :Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M39.4
13.70.2White washing with lime to give an ever shade: Old work (Two or more coats )Sq.M6.9
13.70.3White washing with lime to give an ever shade: Old work (one or more coats )Sq.M3.9
13.71Satna lime wash on wads one coatSq.M4.6
13.72.1White washing with whiting to give an even shade : New work (three or more coats)Sq.M11.2
13.72.2White washing with whiting to give an even shade : Old work ( Two or more coats )Sq.M6.7
13.72.3.White washing with whiting to give an even shade : Old work ( One or more coats)Sq.M4
13.73.1Colour washing such as green, blue or buff to give an even shade: New work ( two or more coats ) with a base coat of white washing.Sq.M16.9
13.73.2Colour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of whiting.Sq.M16.6
13.73.3Colour washing such as green, blue or buff to give an even shade: Old work (two or more coats) with limeSq.M8.8
13.73.4Colour washing such as green, blue or buff to give an even shade: Old work (two or more coats) with whitingSq.M8.8
13.73.5Colour washing such as green, blue or buff to give an even shade: Old work ( one or more coats ) with limeSq.M5
13.73.6Colour washing such as green, blue or buff to give an even shade: Old work (one or more coats ) with whitinqSq.M5
13.74Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repair scratches etc. completeSq.M4.6
13.75Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give and even shade.Sq.M46.7
13.75+
13.78.1
Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give and even shadeApplying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M73.6
13.75+
13.78.2
Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give and even shade:Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primerSq.M74.8
13.76Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give and even shade.Sq.m21
13.77.2Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: New work (two or more coats) over and including priming coat with cement primerSq.M69.1
13.77.2+
13.78.1
Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: New work (two or more coats) over and including priming coat with cement primer:Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M96
13.77.2+
13.78.2
Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: New work (two or more coats) over and including priming coat with cement primer: Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primerSq.M97.2
13.77.3Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: Old work (one or more coats)Sq.M22
13.77A.1Distempering with Ist quality wahsable distamper (ready made) of approved manufacturer and of required shade and colour complete. As per manufactur's specifications: Two or more coats on new work.Sq.M37.2
13.77A.1+
13.78.1
Distempering with Ist quality wahsable distamper (ready made) of approved manufacturer and of required shade and colour complete. As per manufactur's specifications: Two or more coats on new work: Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M64.1
13.77A.1+
13.78.2
Distempering with Ist quality wahsable distamper (ready made) of approved manufacturer and of required shade and colour complete. As per manufactur's specifications: Two or more coats on new work: Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primerSq.M65.3
13.77A.2Distempering with Ist quality wahsable distamper (ready made) of approved manufacturer and of required shade and colour complete. As per manufactur's specifications: One or more coats on old workSq.M22.9
13.77A.2 +
13.78.2
Distempering with Ist quality wahsable distamper (ready made) of approved manufacturer and of required shade and colour complete. As per manufactur's specifications: One or more coats on old work: Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primerSq.M51
13.78.1Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M26.9
13.78.2Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primerSq.M28.1
13.78.2+
13.77A.1
Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer : Distempering with Ist quality wahsable distamper (ready made) of approved manufacturer and of required shade and colour complete. As per manufactur's specifications: Two or more coats on new work.Sq.M65.3
13.78.2+
13.77A.2
Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer:Distempering with Ist quality wahsable distamper (ready made) of approved manufacturer and of required shade and colour complete. As per manufactur's specifications: One or more coats on old workSq.M51
13.78.2+
13.77.3
Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer : Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: Old work (one or more coats)Sq.M50.1
13.78.2+
13.92.1
Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer :Wall painting with plastic emulsion paint of approved brand and manufacture to givje an even shade: Two or more coats on new workSq.M88
13.79.1Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade & New work (three or more coats)Sq.M63.2
13.79.1+
13.78.1
Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade & New work (three or more coats) : Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M90.1
13.79.2Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade & Old work (one or more coats)Sq.M42.8
13.79.2+
13.78.1
Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade & Old work (one or more coats): Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M69.7
13.79.2+
13.78.2
Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade & Old work (one or more coats): Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M70.9
13.8Removing dry or oil bound distemper by scrapping, sand papering and preparing the surface smooth including necessary repair of scratches etc. completeSq.M5.9
13.80A.1Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and
smooth complete.
Sq.M77.4
13.80A.2Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and
smooth complete.
Sq.M118.4
13.81A.1Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/litre, of approved brand and manufacture,including applying additional coats wherever required, to achieve even shade and colour:One coatSq.M21.7
13.81.2BDistempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/litre, of approved brand and manufacture,including applying additional coats wherever required, to achieve even shade and colour:Two coatSq.M34.2
13.81.1Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)Sq.M26.7
13.81.1+
13.82.4
Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) : Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Old wood work (one or more coats)Sq.M67.4
13.81.1+
13.82.2
Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) : Painting with ready mixed paint of approved brand and manufacture in resinous wood and plywood: New wood work (one or more coats)Sq.M90.3
13.81.1+
13.93.1
Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood):Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new workSq.M80.8
13.81.1+
13.93.2
Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood):Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: One or more coats on old workSq.M61.5
13.81.2Applying primer coat : with ready mixed aluminum primer of approved brand and manufacture on resinous wood and
plywood.
Sq.M27.6
13.81.2 + 13.82.2Applying priming coat: with ready mixed aluminum primer of approed brand and manufacture on resinous wood and plywood : new wood (two or more coats):Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New wood work (two or more coats)Sq.M91.2
13.81.2 + 13.82.4Applying priming coat: with ready mixed aluminum primer of approved brand and manufacture on resinous wood and plywood. Old wood work (one more coats)Sq.M68.3
13.81.3Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel worksSq.M22.8
13.81.3+
13.93.1
Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new workSq.M76.9
13.81.3+
13.93.2
Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: one or more coats on old workSq.M57.6
13.81.4Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel work (second coat)Sq.M12.9
13.81.4+
13.93.2
Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel work (second coat): Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: One or more coats on old workSq.M47.7
13.81.4+
13.82.1
Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel work (second coat): Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats)Sq.M76.5
13.82.1Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats)Sq.M63.6
13.82.1+
13.81.3
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) :Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel worksSq.M86.4
13.82.1+
13.93.1
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) :Applying primer coat : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new workSq.M117.7
13.82.2Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New wood work (two or more coats)Sq.M63.6
13.82.2+
13.81.1
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New wood work (two or more coats) : Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)Sq.M90.3
13.82.2+
13.81.2
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New wood work (two or more coats) : Applying primer coat : With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood.Sq.M91.2
13.82.2+
13.81.3
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New wood work (two or more coats):Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Old steel work (one or more coats)Sq.M86.4
13.82.2+
13.93.1
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New wood work (two or more coats):Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new workSq.M117.7
13.82.3Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Old steel work (one or more coats)Sq.M40.7
13.82.3+
13.81.3
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Old steel work (one or more coats) : Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel worksSq.M63.5
13.82.3+
13.81.4
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Old steel work (one or more coats) : Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel works (second coat)Sq.M81.4
13.82.4Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Old wood work (one or more coats)Sq.M40.7
13.82.APainting one thin coat with white lead of approved brand and manufacture on wet or patchy portion of plastered surfaces.Sq.M34.8
13.82B.1Finishing walls with Epoxy paints(two or more coats) at all locations prepared and applied as per manufacturer!s specifications including appopriate priming coat,preparation of surface,etc complete.On steel workSq.M93.8
13.82B.2Finishing walls with Epoxy paints(two or more coats) at all locations prepared and applied as per manufacturer!s specifications including appopriate priming coat,preparation of surface,etc complete.On concrete workSq.M95.5
13.83.1Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solutionSq.M58
13.83A.1Applying a coat of mordant paint on G.S. sheet: 1with a solution of 38 gms of copper acetrate in a litre of soft waterSq.M14.1
13.83.1+
13.83A.1
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution : Applying a coat of mordant paint on G.S. sheet: 1with a solution of 38 gms of copper acetrate in a litre of soft waterSq.M72.1
13.83.A.2Applying a coat of mordant paint on G.S. sheet: 1with a solution of 38 gms of copper acetrate in a litre of soft water: With a solution made of 13 gms hydrochloric acid in a solution of 13 gms. Each of copper chloride,copper nitrate and ammonium chloride dissolved in a litre of soft waterSq.M14.2
13.84.1Painting (two or more coats) onrain water, soil, waster and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a
priming of ready mixed zinc chromate yellow primer on new work: 50 mm diameter pipes.
Sq.M12.3
13.84.2Painting (two or more coats) onrain water, soil, waster and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a
priming of ready mixed zinc chromate yellow primer on new work: 75 mm diameter pipes.
Sq.M17.4
13.84.3Painting (two or more coats) onrain water, soil, waster and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a
priming of ready mixed zinc chromate yellow primer on new work: 100 mm diameter pipes.
Sq.M23.2
13.84.4Painting (two or more coats) onrain water, soil, waster and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a
priming of ready mixed zinc chromate yellow primer on new work: 150 mm diameter pipes.
Sq.M34.5
13.85.1Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture on old work: 50 mm diameter pipesSq.M5.6
13.85.2Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture on old work: 75 mm diameter pipesSq.M7.9
13.85.3Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture on old work: 100 mm diameter pipesM10.4
13.85.4Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture on old work: 150 mm diameter pipesM15.1
13.86.1Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming
coat of ready mixed zinc chromatic yellow primer on new work: 50 mm diameter pipes.
M13.1
13.86.2Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming
coat of ready mixed zinc chromatic yellow primer on new work: 75 mm diameter pipes.
M18.2
13.86.3Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming
coat of ready mixed zinc chromatic yellow primer on new work: 100 mm diameter pipes.
M24.2
13.86.4Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming
coat of ready mixed zinc chromatic yellow primer on new work: 150 mm diameter pipes.
M36
13.87.1Painting (one more coats) on rain water soil, waste and vent pipes and filings with synthetic enamel paint of approved brand and manufacture and required colour on old work:50 mm diameter pipes.M5.8
13.87.2Painting (one more coats) on rain water soil, waste and vent pipes and filings with synthetic enamel paint of approved brand and manufacture and required colour on old work:75 mm diameter pipes.M8.4
13.87.3Painting (one more coats) on rain water soil, waste and vent pipes and filings with synthetic enamel paint of approved brand and manufacture and required colour on old work:100 mm diameter pipes.M10.9
13.87.4Painting (one more coats) on rain water soil, waste and vent pipes and filings with synthetic enamel paint of approved brand and manufacture and required colour on old work:150 mm diameter pipes.M15.7
13.88.1Painting with oil type wood preservative of approved brand and manufacture: New work (two or more coats)Sq.M20.2
13.88.2Painting with oil type wood preservative of approved brand and manufacture: Old work(one or more coats)Sq.M14.8
13.88AProviding and applying two coats of fire retardent paint FR 881 unthinned on cleaned wood/ply surface @ 3.5 sqm per litre per coat inncluding preparation of base surface as per
recommendationnns of fmanufacturer to make the surface fire retardent.
Sq.M212.7
13.89Coal tarring two coats on new work using 0.16 and 0.12 litre coat sqm in the first coat and second coat respectively.Sq.M24.5
13.92.1Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new workSq.M59.9
13.92.1+
13.78.1
Wall painting with plastic emulsion paint of approved brand and manufacture to givje an even shade: Two or more coats on new work :Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerSq.M86.8
13.92.2Wall painting with plastic emulsion paint of approved brand and manufacture to givje an even shade: One or more coats on Old workSq.M38.5
13.93.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new workSq.M54.1
13.93.1+
13.88.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work :Painting with oil type wood preservative of approved brand and manufacture: New work (two or more coats)Sq.M74.3
13.93.1+
13.81.4
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work: Old steel work (one or more coats) : Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel works (second coat)Sq.M67
13.93.2Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: One or more coats on old workSq.M34.8
13.93.2+
13.81.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: One or more coats on old work: Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)Sq.M47.7
13.94.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture.Sq.M75.2
13.94.1+
13.81.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture : Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)Sq.M88.1
13.94.1+
13.81.3
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture : Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel worksSq.M98
13.95.1Painting with aluminium paint of approved brand and manufacture to give an even shade: Two or more coats on new workSq.M45.9
13.95.2Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work.Sq.M29.4
13.96.1Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work.Sq.M54.2
13.96.2Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work.Sq.M35
13.97.1Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work.Sq.M42.8
13.97.2Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work.Sq.M28.2
13.98.1Floor painting with floor enamel paint of approved brand and manufactureof required colour to give an even shade: Two or more coats on new workSq.M54.6
13.98.2Floor painting with floor enamel paint of approved brand and manufactureof required colour to give an even shade: One or more coats on old work.Sq.M35.3
13.100.1Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.Sq.M78.4
13.100.3Varnishing with varnish of approved brand and manufacture: One or more coats with copal varnish.Sq.M32.4
13.100.4Varnishing with varnish of approved brand and manufacture: Two more coats glue sizing with spar varnish or an under coat of flatting varnish.Sq.M79.6
13.100.6Varnishing with varnish of approved brand and manufacture: One or more coats with sprit varnish.Sq.M33.1
13.101.1French spirit polishing: Two or more coats on works including a coat of wood filler.Sq.M138.6
13.101.2French spirit polishing: One or more coats on old work.Sq.M71
13.104.1Polishing on wood work with ready made wax polish of approved brand and manufacture: New workSq.M59.4
13.104.2Polishing on wood work with ready made wax polish of approved brand and manufacture: Old workSq.M30
13.105Floor polishing on massonary or concrete floors with wax polish of approved brand and manufacture.Sq.M26.6
13.106Lettering with black Japan paint of approved brand and manufacture.1 letter of 1 cm hight1.7
13.107Re-lettering with black Japan paint of approved brand and manufacture.1 letter of 1 cm hight1.1
13.112Washed stone grit plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement :4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the
under layer @ 2 kg of cement per square metre, tope layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand :2 stone chipping 10 mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer -in charg
Sq.M377.6
13.113.1Forming groove of uniform size in the top layer of washed stone grit piaster as per approved pattern using wooden batten nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-incharges: 15 mm wide and 15 mm deep groove.M19.5
13.113.2Forming groove of uniform size in the top layer of washed stone grit piaster as per approved pattern using wooden batten nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-incharges: 20 mm wide and 15 mm deep groove.M20
13.114Extra for washed grit plaster on exterior walls of height more than 10 m from ground level for every additional hight of 3 m or part there of.Sq.M40.5
13.115Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in coats).Sq.M32.7
13.116Forming groove of uniform size from 12 x 12 mm and upto 25 x 15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge.M33.8
13.117Extra for using white cement in place of ordinary cement in the top layer of the item washed stone grit plaster.Sq.M99
14.1.2Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead :With cement mortar 1:4 (1 cement : 4 coarse sand)Sq.M171
14.2.1Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding holdfast in cement concrete blocks with cement concrete 1:3:6) 1 cement : 3 coarse sand : 6 grade stone aggregate 20 mm nominal size) painting two coats of coal tar to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 metres lead : Door chowkhatsEach
chaukhat
531.9
14.2.2Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding holdfast in cement concrete blocks with cement concrete 1:3:6) 1 cement : 3 coarse sand : 6 grade stone aggregate 20 mm nominal size) painting two coats of coal tar to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 metres lead : Window chowkhatsEach
chaukhat
315.5
14.2.3Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding holdfast in cement concrete blocks with cement concrete 1:3:6) 1 cement : 3 coarse sand : 6 grade stone aggregate 20 mm nominal size) painting two coats of coal tar to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 metres lead : Clerestory window chowkhatsEach
chaukhat
233.1
14.3.1Making opening in brick masonry including dismantling, fixing chowkhats in floor or walls cutting masonary and fixing hold fasts in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size) paintng two coats of coal tar to sides of choukhat and making good the damages to walls and floors complete to match the existing surface: for doorEach
chaukhat
678.5
14.3.2Making opening in brick masonry including dismantling, fixing chowkhats in floor or walls cutting masonary and fixing hold fasts in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size) paintng two coats of coal tar to sides of choukhat and making good the damages to walls and floors complete to match the existing surface: for windowEach
chaukhat
452.1
14.3.3Making opening in brick masonry including dismantling, fixing chowkhats in floor or walls cutting masonary and fixing hold fasts in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size) paintng two coats of coal tar to sides of choukhat and making good the damages to walls and floors complete to match the existing surface: for clerestory window.Each
chaukhat
284.8
14.4.1Providing and fixing wooden cleats of size 100 mm x 75 mm x 50 mm to doors and windows with approved fittings including removal of old cleats where necessary including painting, polishing or bees waxing to match the existing shade: 2nd class teak wood cleats with brass hinges and screws.Each65.7
14.4.3Providing and fixing wooden cleats of size 100 mm x 75 mm x 50 mm to doors and windows with approved fittings including removal of old cleats where necessary including painting, polishing or bees waxing to match the existing shade: Sal wood cleats with brass with brass hinges and screws.Each59.2
14.4.5Providing and fixing wooden cleats of size 100 mm x 75 mm x 50 mm to doors and windows with approved fittings including removal of old cleats where necessary including painting, polishing or bees waxing to match the existing shade: Kind class teak wood cleats with iron hidings and screws.Each47.8
14.4.7Providing and fixing wooden cleats of size 100 mm x 75 mm x 50 mm to doors and windows with approved fittings including removal of old cleats where necessary including painting, polishing or bees waxing to match the existing shade:Sal wood cleats with iron hinges and screwsEach41.3
14.4.8Providing and fixing wooden cleats of size 100 mm x 75 mm x 50 mm to doors and windows with approved fittings including removal of old cleats where necessary including painting, polishing or bees waxing to match the existing shade: 1st class kail wood cleats with iron hinges and screwsSal wood cleats with brass with brass hinges and screws.Each29.2
14.4.9Providing and fixing wooden cleats of size 100 mm x 75 mm x 50 mm to doors and windows with approved fittings including removal of old cleats where necessary including painting, polishing or bees waxing to match the existing shade: 2nd class kail wood cleats with iron hinges and screwsSal wood cleats with brass with brass hinges and screws.Each29.2
14.5.2Renewing glass panes, with putty and nails wherever necessary: Float glass panes weighting 10 kg/ Sqm (4mm thick glass)Sq.M618.1
14.5.2+
10.13B
Renewing glass panes, with putty and nails wherever necessary: Float glass panes weighting 10 kg/ Sqm (4mm thick glass): Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors,windows, Ventilators and comosite units: Steel windowsSq.M950.1
14.5.2+
10.13B+
9.12
Renewing glass panes, with putty and nails wherever necessary: Float glass panes weighting 10 kg/ Sqm (4mm thick glass): Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors,windows, Ventilators and comosite units: Steel windows : Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).Sq.M956.2
14.5.3Renewing glass panes, with putty and nails wherever necessary: Float glass panes weighting 13.75 kg/ Sqm (5.5mm thick glass)Sq.M486.4
14.6.2Renewing glass, with wooden fillets wherever necessary: Float glass panes weighting 10 kg/ sqm (4 mm thick)Sq.M715.3
14.6.3Renewing glass, with wooden fillets wherever necessary: Float glass panes weighting 13.75 kg/ sqm (5.5 mm thick)Sq.M969.6
14.7.2Renewing glass panes and refixing existing wooden fillets: Float glass panes weighting 10 kg/ sqm (4 mm thick)Sq.M613
14.7.3Renewing glass panes and refixing existing wooden fillets: Float glass panes weighting 13.75 kg/ sqm (5.5 mm thick)Sq.M841.3
14.8.1Supplying and fixing new wooden fillets wherever necessary: Second class teak wood filletsSq.M25
14.8.3Supplying and fixing new wooden fillets wherever necessary: Hollock wood filletsSq.M20.3
14.9Renewal of old putty of glass panes (length)Metre14.5
14.1Refixing old glass panes with putty and nailsSq.M18.8
14.11Fixing old glass panes with wooden fillets (excluding cost of fillets)Sq.M158.7
14.12Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C slab including cutting chase and making good and painting exposed portion of the clamps completeEach180.2
14.14.1Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement:4 coarse sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres lead: RED SAND STONE:30 to 40 mm thickSq.M370.3
14.14.2Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement:4 coarse sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres lead: RED SAND STONE: 45 mm thickSq.M405.6
14.14.3Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement:4 coarse sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres lead: RED SAND STONE: 50 mm thickSq.M424.9
14.14.4Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement:4 coarse sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres lead: WHITE SAND STONE: 30 TO 40 mm thickSq.M397.2
14.14.5Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement:4 coarse sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres lead: WHITE SAND STONE: 45 mm thickSq.M476.7
14.14.6Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement:4 coarse sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres lead: WHITE SAND STONE: 50 mm thickSq.M408.8
14.18.1Renewing wooden battens in roos, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removel of rubbish to the dumping ground within 50 metres lead: Sal wood battensCu.M67502
14.19.1.1Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rebbish to the dumping ground within 50 metres lead: Sal wood beamsCu.M72741.1
14.19.1.4Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rebbish to the dumping ground within 50 metres lead: Hollock wood beamsCu.M48213.4
14.19.2.1Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rebbish to the dumping ground within 50 metres lead: Sal wood beamsCu.M74076
14.19.2.4Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rebbish to the dumping ground within 50 metres lead: Hollock wood beamsCu.M73838
14.21Raking out joints in lime or cement mortar and preparing the surface for repainting or replastering including disposal of rubbish to the dumping within 50 metres lead.Sq.M16.9
14.29Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compund and stacking.kg0.5
14.3Fixing of old wind tie with new fittngs including painting two or more coats with anticorrosive bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand.Metre63.2
14.31Renewing bottom rail and /or top runner of collapsible gate includifng making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer.kg67
15.1Demolishing lime concrete and disposal of material within 50 metre lead.Cu.M203.1
15.2.1Demolishing cement concrete including disposal of fmaterial within 50 metre lead:
1:3:6 or richer mix
Cu.M578.3
15.2.2Demolishing cement concrete including disposal of fmaterial within 50 metre lead:
1:4:8 or liner mix
Cu.M357.3
15.3Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:Cu.M839
15.3 +
15.5
Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:Extra for cutting reinforcement bars in R.C.C. or R.B. work (Payment shall be made on the crosss sectional area of R.C.C. or R.B.work)Cu.M1133.5
15.4Demolishing R.B. work including stacking of steel bars and disposal of funserviceable material within 50 metres lead:Cu.M752.2
15.5Extra for cutting reinforcement bars in R.C.C. or R.B. work (Payment shall be made on the cross sentional area of R.C.C. or R.B. work)Per
R.C.C.
294.5
15.6Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B.workkg2.3
15.7.1Demolishing brick work including stacking of seviceable material and disposal of unserviceable material within 50 metres lead: In mud mortarCu.M169.3
15.7.2Demolishing brick work including stacking of seviceable material and disposal of unserviceable material within 50 metres lead: In lime mortar with old mugnal bricksCu.M419.4
15.7.3Demolishing brick work including stacking of seviceable material and disposal of unserviceable material within 50 metres lead: In lime mortarCu.M203.1
15.7.4Demolishing brick work including stacking of seviceable material and disposal of unserviceable material within 50 metres lead: In cement mortarCu.M491.3
15.8.1Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured): From brick work in mud mortarCu.M1109.8
15.8.2Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured): From brick work in lime mortarCu.M1286.9
15.8.3Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured): From brick work in cement mortarCu.M1608.3
15.9.1Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In lime mortar.Cu.M276.8
15.9.2Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In cement mortar.Cu.M585.8
15.10.1Desmantiling dressed stone work ashlar face stone work,marble work or precast concrete work including stacking of service able and disposal of unserviceable material within 50
metres lead:In lime mortar.
Cu.M350.1
15.10.2Desmantiling dressed stone work ashlar face stone work,marble work or precast concrete work including stacking of service able and disposal of unserviceable material within 50
metres lead:In cement mortar.
Cu.M684.5
15.11.1Removing mortar form stones and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): In lime mortar.Cu.M115.16
15.11.2Removing mortar form stones and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): In cement mortar.Cu.M164.3
15.12.1Desmantiling doors windows and clerestory windows (steel or wood) shutters including chowkhats, architrage, holdfasts etc. complete and stacking within 50 metres lead:
Of area 3 sqm and below
Each90.3
15.12.2Desmantiling doors windows and clerestory windows (steel or wood) shutters including chowkhats, architrage, holdfasts etc. complete and stacking within 50 metres lead:Of area beyond 3 sqmEach124.5
15.13.1Taking out doors, windows and clerstory window shutters (steel or wood) including stacking within 50 metres lead: Of area 3 sqm and belowEach35
15.13.2Taking out doors, windows and clerstory window shutters (steel or wood) including stacking within 50 metres lead: Of area beyond 3 sqmEach46.5
15.14.1Dismantilng wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead:Of sectional area 40 sqm and above.Cu.M1095.2
15.14.2Dismantilng wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: Of sectional area below 40 cqmM4.4
15.15.1Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres:
Of sectional area 40 sqm and above
M.
Span
158.6
15.15.2Extra for dismanting trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres: Of sectional area below 40 cqmM.
Span
0.5
15.16.1Extra for dismantiling trusses, rafters purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres: Of sectional area 40 square centimetres and above.Cu.M221.5
15.16.2Extra for dismantiling trusses, rafters purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres: Of sectional area betwo 40 square centimetres.M0.9
15.17.1Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in:R.S. Joists.kg0.8
15.17.2Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in:Channels.angles, tees and flats.kg0.6
15.18Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plats, bolts, nuts, cutting hvets, welding etc. including dismem bering and stacking within 50 metres lead.kg1.4
15.19Dismantling steel work in built up sections without demembering and stacking within 50 metres leadkg1
15.2Extra for dismantling trusses, rafters, purlins etc. Of steel work for every additional span of one metre or part thereof beyond 10 metreskg0.2
15.21Extra for dismantling trusses, rafters, purlins etc. Of steel work for every additional height of one metre or part there of beyond 5 metreskg0.2
15.22Extra for marking of structural steel work required to be reerected.kg1
15.23.1Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickneww of tiles 10mm to 25mmSq.M18.4
15.23.2Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 25 mm and upto 40 mmSq.M28.3
15.24Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead.Cu.M321.8
15.25Dismantling stone slab flooring laid in cement mortar including stacking of servieable material and disposal of unserviceable material within 50 metres lead.Sq.M63.6
15.26Demolishing brick tiles covering in terracing including stacking f serviceable material and disposal of unserviceable material within 50 metres lead.Sq.M26.3
15.27Demolishing mud phaska in terracing and disposal of material within 50 metres lead.Cu.m221.1
15.28.1Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of: G.S. sheet.Sq.M40.2
15.28.2Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of: Asbestos sheet.Sq.M19
15.29Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable materials and disposal of unserviceable material within 50 metres lead.Cum636.2
15.3Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.Sq.M61.4
15.31Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.Sq.M49.9
15.32Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of servicable material and disposal of unserviceable material within 50 metres lead.Sq.M13.8
15.33Dismantling wooden bailies in posts and struts including stacking within 50 metres leadM5
15.34.1Dismantling and stacking 50 metres lead . tencing posts or struts including all earth work and dismantling of concrete etc. in base
of:T' or 'I.' iron or pipe
Each74.1
15.34.2Dismantling and stacking 50 metres lead . tencing posts or struts including all earth work and dismantling of concrete etc. in base
of: R. C. C.
Each89.25
15.35Cutting bailies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead.Each8.6
15.36Dismantling barbed wire or flexible roope in fencing including making rolls and stacking within 50metres lead.Kg8.6
15.37Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead.Sq.M15.9
15.38Dismantling expanded metal or R.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead.Sq.M18.6
15.39.1Dismantling wooden boardings in lining of walls and partitions,excluding supporting members but including stacking within 50 metres lead: Upto 10 mm thick.Sq.M15.4
15.39.2Dismantling wooden boardings in lining of walls and partitions,excluding supporting members but including stacking within 50 metres lead: Thickness above 10 mm upto 25 mm.Sq.M19.7
15.39.3Dismantling wooden boardings in lining of walls and partitions,excluding supporting members but including stacking within 50 metres lead: Thickness above 25 mm upto 40 mm.Sq.M23.5
15.40.1Dismantling precaste concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: Thickness upto 40mmCum69.7
15.40.2Dismantling precaste concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: Thickness above 40mm upto 75mmCum104.3
15.41Dismantling cement asbestos , Celotax or other hard board ceilling or partition walls including stacking of serviceable materials and disposal of unserbviceable materials within 50 metres lead.Sq.M14.2
15.42.1Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead: 75 to 80 mm dia pipe .M18.1
15.42.2Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead: 100 mm dia pipe.M18.7
15.42.3Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead: 150 mm dia pipe.M19.4
15.43.1Dismantling including stacking of serviceable material and disposal of unserviceable material within 50 metres lead: Water bound macadam road.Sq.M54.4
15.43.2Dismantling including stacking of serviceable material and disposal of unserviceable material within 50 metres lead: Bituminous road.Sq.M104.7
15.45.1Dismantling G.I. pipes including excavation and refilling trenches after taking out the pipes , breaking lead caulked joints, melting of lead and making into blocks including stacking
of pipes , lead at site within 50 metres lead: Upto 150 mm diameter.
M102.2
15.45.2Dismantling G.I. pipes including excavation and refilling trenches after taking out the pipes , breaking lead caulked joints, melting of lead and making into blocks including stacking
of pipes , lead at site within 50 metres lead: Above 150 mm dia upto 300 mm dia.
M140.7
15.45.3Dismantling G.I. pipes including excavation and refilling trenches after taking out the pipes , breaking lead caulked joints, melting of lead and making into blocks including stacking
of pipes , lead at site within 50 metres lead: Above 300 mm diameter.
M184.8
15.46.1Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after laking out the pipes. Breaking lead caulked joints, melting of lead and making into blocks including stacking or pipes , lead at site within 50 metres lead: Upto 600 mm diameter.M183.4
15.46.2Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after laking out the pipes. Breaking lead caulked joints, melting of lead and making into blocks including stacking or pipes , lead at site within 50 metres lead: Above 600 mm diameter.M454
15.47.1Dismantling asbestos cement pressure pipes including excavation and refilling trenches after laking out the pipes and stacking the pipes within 50 metres lead : Upto 150 mm diameter.M76.9
15.47.2Dismantling asbestos cement pressure pipes including excavation and refilling trenches after laking out the pipes and stacking the pipes within 50 metres lead : Above 150 mm diameter.M93.5
15.48Taking out C. I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C, wor k and stacking of useful materials near the site and disposal of
unserviceable materials into municipal dumps within 50 metres lead.
Each172.1
15.49Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.CC. work and stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metresEach101.8
15.5Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely , taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead.Each1127.4
15.51Dismantling or road gully chamber or various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavatedEach232.8
15.52Dismantling of flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.Each240.9
15.53Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres: Upto 150 mm dia .Nos.88.8
15.53 LDismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres: Above 150 mm diameter .Nos.297.8
15.54Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres leadNos.175.7
15.55.1Dismantling of cement concrete platform along with curtain wall and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead : 120 x 120 cm (outside to outside).Nos.256.7
15.55.2Dismantling of cement concrete platform along with curtain wall and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead : 210 x 120 cm (outside to outside).Nos.393.9
15.55.3Dismantling of cement concrete platform along with curtain wall and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead : 320 x 120 cm (outside to outside).Nos.557.2
15.56Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumpling ground within 50 metres lead.Sq.M12.8
15.57Dismantling aluminium/gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 m lead as directed by Engineer-in-charge.Sq.M14.2
15.58Providing sal ballah barricading with departmental sal ballah average 150 dia. And 2M long sal ballah post at interval of 2.5 M C/C fixed 0.5 M average below ground, packed with earth and Brick bats, well watered and rammed with three rows of average 100mm dia. Sal ballah horizontal runners fixed with iron spikes and wires, white washing one coat to exposed surface, dismantling the barricade after function, filling the holes, excluding carriage of sal ballah from and to godown up to 5K.M. lead, stacking them in countable stacks in godown including cost of all labour and materials and taxes all complete job as per specification and direction of E/l.Per
M
150.2
15.58ADemolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.Per
cum
151.2
15.59Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.Per
cum
152.2
15.6Disposal of building rubbish / malba / similar unserviceable,dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.Per
cum
153.2
17.1.1Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsEach3049.3
17.1.2Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot restsEach6735.9
17.2.1Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS :7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lidEach2970
17.2.2Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS :7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked black solid plastic seat and lidEach2903
17.3.1Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seatEach4416
17.3.2Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked black solid plastic seatEach4391.5
17.4.1Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cisternEach2859.9
17.4.2Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of two urinal basins with 5 litre white P.V.C. automatic flushing cisternEach4685.9
17.4.3Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with
brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
Each6205.2
17.4.4Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cisternEach8579.9
17.5.1Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cisternEach5460
17.5.2Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and
cutting and making good the walls and floors wherever required :Range of two half stall urinals with 5 litre P.V.C.automatic flushing cistern
Each8689.2
17.5.3Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and
cutting and making good the walls and floors wherever required : Range of three half stall urinals with 10 litre P.V.C.automatic flushing cistern
Each11542.2
17.5.4Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and
cutting and making good the walls and floors wherever required : Range of four half stall urinals with 10 litre P.V.C.automatic flushing cistern
Each14257.6
17.6.1Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C.automatic flushing cistern, with fittings, standard size G.I. / PVCflush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : Single squatting plate with 5 litre P.V.C. automatic flushing cisternEach3432.5
17.6.2Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C.automatic flushing cistern, with fittings, standard size G.I. / PVCflush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : Single two squatting plate with 5 litre P.V.C. automatic flushing cisternEach5067.1
17.6.3Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C.automatic flushing cistern, with fittings, standard size G.I. / PVCflush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : Single three squatting plate with 10 litre P.V.C. automatic flushing cisternEach6733.1
17.6.4Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C.automatic flushing cistern, with fittings, standard size G.I. / PVCflush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : Single four squatting plate with 10 litre P.V.C. automatic flushing cisternEach8233.5
17.7.1Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar tapsEach2093.5
17.7.2Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tapEach1818.5
17.7.3Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar tapsEach1879.8
17.7.4Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P.brass pillar tapEach1604.9
17.7.5Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar
tap
Each1818.5
17.7.6Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar
tap
Each1452.3
17.7.7Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tapEach1452.3
17.7.8Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated leversEach3747.5
17.7.9Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Surgeon type wash basin of size660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI markedEach2874.4
17.7.10Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :Stainless Steel AISI-304(18/8) Round basin
405x355 mm with single 15 mm C.P. brass pillar
Each3191.8
17.7.11Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :Stainless Steel AISI-304(18/8) Wash basin
530x345 mm with single 15 mm C.P. brass pillar
tap
Each2947.7
17.8Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.Each1021.2
17.9.1Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete,including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size
600x450x250 mm
Each2351.5
17.10.1.1Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board :510x1040 mm bowl depth 250 mmEach7099.6
17.10.1.2Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :510x1040 mm bowl depth 225 mmEach6812.8
17.10.1.3Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :510x1040 mm bowl depth 220 mmEach5958.3
17.10.1.4Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :510x1040 mm bowl depth 178 mmEach4432.4
17.10.2.1Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :610x510 mm bowl depth 200 mmEach4394
17.10.2.2Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :610x460 mm bowl depth 200 mmEach3978.6
17.10.2.3Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :470x420 mm bowl depth 178 mmEach3093.6
17.11.1Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P.brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :Size 450x300x150 mmEach2125.6
17.11.2Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P.brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :Size 600x450x200 mmEach2986.2
17.12.1Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required :White glazed fire clay draining board of size 600x450x25 mmEach1164.1
17.13.1Providing and fixing white vitreous china water closet squatting pan (Indian type) : Long pattern W.C. pan of size 580 mmEach889.4
17.13.2Providing and fixing white vitreous china water closet squatting pan (Indian type) :Orissa pattern W.C. pan of size 580x440 mmEach1292.2
17.14.1Extra for using coloured W.C. pan instead of white W.C. pan :Orissa pattern W.C. pan 580x440 mmEach659.2
17.15Providing and fixing white vitreous china pedestal type
(European type/ wash down type) water closet pan.
Each1194.5
17.16type)with low level cistern of same colour instead of white vitreous china W.C pan and cistern.Each1519.8
17.17.1Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet : 250x130x30 mmEach158.4
17.17.2Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet : 250x125x25 mmEach158.4
17.18.1Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS :7231, with all fittings and fixtures complete:10 litre capacity - WhiteEach859.4
17.18.2Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS :7231, with all fittings and fixtures complete:10 litre capacity - colouredEach918.1
17.19.1Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete:10 litre (full flush) capacity-whiteEach1487.9
17.19.2Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete:10 litre (full flush) capacity-colouredEach2128.8
17.20.1Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :White solid plastic seat with lidEach430.5
17.20.2Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :Black solid plastic seat with lidEach406.1
17.20.3Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :Coloured (other than black & white) solid plastic
seat with lid
Each699
17.22Providing and fixing G.I. inlet connection for flush pipe
connecting with W.C. pan.
Each107
17.23Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.Each786.2
17.24Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.Each1532
17.25.1Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Flat back wash basin of size 630x450 mmEach1015.7
17.25.2Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Flat back wash basin of size 550x400 mmEach802.1
17.25.3Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Angle back wash basin of size 600x480 mmEach1015.7
17.25.4Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Angle back wash basin of size 400x400 mmEach649.5
17.25.5Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Flat back wash basin of size 450x300 mmEach649.5
17.25.6Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Surgeon type wash basin of size 660x460 mmEach1473.5
17.26.1Providing and fixing kitchen sink including making all connections excluding cost of fittings:White glazed fire clay sink of size 600x450x250 mmEach1753.7
17.27.1Providing and fixing white vitreous china laboratory sink
including making all connections excluding cost of fittings :Size 450x300x150 mm
Each1106.7
17.27.2Providing and fixing white vitreous china laboratory sink
including making all connections excluding cost of fittings :Size 600x450x200 mm
Each1967.3
17.28.1.1Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Semi rigid pipe:32 mm diaEach78.5
17.28.1.2Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Semi rigid pipe:40 mm diaEach84.6
17.28.2.1Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Flexible pipe:32 mm diaEach76.1
17.28.2.2Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Flexible pipe:40 mm diaEach78.5
17.29Providing and fixing 100 mm sand cast Iron grating for gullyEach30.6
17.3Providing and fixing in positiontr a2p5. mm diameter mosquito proof coupling of approved municipal design.Each40.4
17.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.Each690.7
17.32.1Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: Circular shape 450 mm diaEach801.3
17.32.2Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: Rectangular shape 453x357 mmEach636.9
17.32.3Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: Oval shape 450x350 mm (outer dimensions)Each695.8
17.32.4Providing and fixing mirror of superior glass (of approved
quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: Rectangular shape 1500x450 mm
Each1272.2
17.33Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.Each473.7
17.34.1Providing and fixing toilet paper holder :C.P. brassEach315.2
17.34.2Providing and fixing toilet paper holder :Vitreous chinaEach296.7
17.35.1.1Providing and fixing soil, waste and vent pipes :100 mm dia :Sand cast iron S&S pipe as per IS: 1729M887.3
17.35.1.2Providing and fixing soil, waste and vent pipes :Centrifugally cast (spun) iron socket & spigot (S&S)
pipe as per IS: 3989
M989.6
17.35.2.1Providing and fixing soil, waste and vent pipes :75 mm diameter :Sand cast iron S&S pipe as per IS: 1729M732.3
17.35.2.2Providing and fixing soil, waste and vent pipes :Centrifugally cast (spun) iron socketed pipe as per
IS: 3989
M795.6
17.36.1Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I.Pipes :75 mm dia pipeEach43.7
17.36.2Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I.Pipes :100 mm dia pipeEach51.5
17.37.1Providing and fixing M.S. holder-bat clamps of approved
design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size),including cost of cutting holes and makinggood the walls etc. :For 100 mm dia pipe
Each103.9
17.37.2Providing and fixing M.S. holder-bat clamps of approved
design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size),including cost of cutting holes and makinggood the walls etc. :For 75 mm dia pipe
Each101.4
17.38.1.1Providing and fixing bend of required degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete:100 mm dia :Sand cast iron S&S as per IS - 1729Each357.5
17.38.1.2Providing and fixing bend of required degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete:100 mm dia :Sand cast iron S&S as per IS - 3989Each403.9
17.38.2.1Providing and fixing bend of required degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete:75 mm dia :Sand cast iron S&S as per IS - 1729Each284.7
17.38.2.2Providing and fixing bend of required degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete:75 mm dia :Sand cast iron S&S as per IS - 3989Each348.2
17.39.1.1Providing and fixing plain bend of required degree:100 mm dia:Sand cast iron S&S as per IS - 1729Each455.2
17.39.1.2Providing and fixing plain bend of required degree:100 mm dia:Sand cast iron S&S as per IS - 3989Each351.4
17.39.2.1Providing and fixing plain bend of required degree:75 mm dia:Sand cast iron S&S as per IS - 1729Each229.8
17.39.2.2Providing and fixing plain bend of required degree:75 mm dia:Sand cast iron S&S as per IS - 3989Each260.3
17.40.1.1Providing and fixing heel rest sanitary bend:100 mm dia:Sand cast iron S&S as per IS - 1729Each333.1
17.40.1.2Providing and fixing heel rest sanitary bend:100 mm dia:Sand cast iron S&S as per IS - 3989Each389.2
17.40.2.1Providing and fixing heel rest sanitary bend:75 mm dia:Sand cast iron S&S as per IS - 1729Each290.8
17.40.2.2Providing and fixing heel rest sanitary bend:75 mm dia:Sand cast iron S&S as per IS - 3989Each327.5
17.41.1.1Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x100x100 mm:Sand cast iron S&S as per IS - 1729Each721
17.41.1.2Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x100x100 mm:Sand cast iron S&S as per IS - 3989Each800.3
17.41.2.1Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :75x75x75x75 mm:Sand cast iron S&S as per IS - 1729Each559.4
17.41.2.2Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :75x75x75x75 mm:Sand cast iron S&S as per IS - 3989Each626.5
17.42.1.1Providing and fixing double equal plain junction of required degree :100x100x100x100 mm:Sand cast iron S&S as per IS - 1729Each662.7
17.42.1.2Providing and fixing double equal plain junction of required degree:100x100x100x100 mm:Sand cast iron S&S as per IS - 3989Each784.7
17.42.2.1Providing and fixing double equal plain junction of required degree :75x75x75x75 mm:Sand cast iron S&S as per IS - 1729Each444.6
17.42.2.2Providing and fixing double equal plain junction of required degree :75x75x75x75 mm:Sand cast iron S&S as per IS - 3989Each586.2
17.43.1.1Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick,bolts and nuts complete :100x 100x100x100 mm:Sand cast iron S&S as per IS - 1729Each508.9
17.43.1.2Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick,bolts and nuts complete: 100x100x100x100 mm:Sand cast iron S&S as per IS - 3989Each654.1
17.43.2.1Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick,bolts and nuts complete :75x75x75x75 mm:Sand cast iron S&S as per IS - 1729Each379.9
17.43.2.2Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick,bolts and nuts complete :75x75x75x75 mm:Sand cast iron S&S as per IS - 3989Each495.9
17.44.1.1Providing and fixing single equal plain junction of required degree :100x 100x100x100 mm:Sand cast iron S&S as per IS - 1729Each577.2
17.44.1.2Providing and fixing single equal plain junction of required degree : 100x100x100x100 mm:Sand cast iron S&S as per IS - 3989Each604.1
17.44.2.1Providing and fixing single equal plain junction of required degree :75x75x75x75 mm:Sand cast iron S&S as per IS - 1729Each345.8
17.44.2.2Providing and fixing single equal plain junction of required degree :75x75x75x75 mm:Sand cast iron S&S as per IS - 3989Each425.1
17.45.1.1Providing and fixing double unequal junction of required
degree with access door, insertion rubber washer 3 mm thick,bolts and nuts complete :100x100x75x75 mm : Sand cast iron S&S as per IS - 1729
Each721.3
17.45.1.2Providing and fixing double unequal junction of required
degree with access door, insertion rubber washer 3 mm thick,bolts and nuts complete :100x100x75x75 mm : Sand cast iron S&S as per IS - 3989
Each1087.5
17.46.1.1Providing and fixing double unequal plain junction of required degree :100x100x75x75 mm : Sand cast iron S&S as per IS - 1729Each699.3
17.46.1.2Providing and fixing double unequal plain junction of required degree :100x100x75x75 mm : Sand cast iron S&S as per IS - 3989Each1004.5
17.47.1.1Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75 mm : Sand cast iron S&S as per IS - 1729Each538.2
17.47.1.2Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75 mm : Sand cast iron S&S as per IS - 3989Each831.1
17.48.1.1Providing and fixing single unequal plain junction of required degree :100x100x75 mm : Sand cast iron S&S as per IS - 1729Each479.6
17.48.1.2Providing and fixing single unequal plain junction of required degree :100x100x75 mm : Sand cast iron S&S as per IS - 3989Each723.7
17.49.1.1Providing and fixing double equal plain invert branch of
required degree :100x100x75x75 mm : Sand cast iron S&S as per IS - 1729
Each699.3
17.49.1.2Providing and fixing double equal plain invert branch of
required degree:100x100x75x75 mm : Sand cast iron S&S as per IS - 3989
Each674.9
17.49.2.1Providing and fixing double equal plain invert branch of
required degree:100x100x75x75 mm : Sand cast iron S&S as per IS - 1729
Each522.8
17.49.2.2Providing and fixing double equal plain invert branch of
required degree:100x100x75x75 mm : Sand cast iron S&S as per IS - 3989
Each541.1
17.50.1.1Providing and fixing single equal plain invert branch of required degree :100x100x100 mm :Sand cast iron S&S as per iron 1729Each528.4
17.50.1.2Providing and fixing single equal plain invert branch of required degree :100x100x100 mm :Sand cast iron S&S as per IS - 3989Each546.7
17.50.2.1Providing and fixing single equal plain invert branch of required degree :75x75x75 mm :Sand cast iron S&S as per iron 1729Each412.9
17.50.2.2Providing and fixing single equal plain invert branch of required degree :75x75x75 mm :Sand cast iron S&S as per IS - 3989Each416.6
17.51.1.1Providing and fixing double unequal invert branch of required degree :100x100x75x75 mm:Sand cast iron S&S as per IS - 1729Each723.7
17.51.1.2Providing and fixing double unequal invert branch of required degree :100x100x75x75 mm:Sand cast iron S&S as per IS - 3989Each912.9
17.52.1.1Providing and fixing single unequal plain invert branch of
required degree :100x100x75 mm:Sand cast iron S&S as per IS - 1729
Each632.2
17.52.1.2Providing and fixing single unequal plain invert branch of
required degree :100x100x75 mm:Sand cast iron S&S as per IS - 3989
Each693.2
17.53.1.1Providing and fixing sand cast iron S&S off sets as per IS:
1729:76 mm off sets:With 75 mm dia pipe
Each288.4
17.53.1.2Providing and fixing sand cast iron S&S off sets as per IS:
1729:76 mm off sets:With 100 mm dia pipe
Each465.4
17.53.2.1Providing and fixing sand cast iron S&S off sets as per IS:
1729:114 mm off sets:With 75 mm dia pipe
Each394.1
17.53.2.2Providing and fixing sand cast iron S&S off sets as per IS:
1729:114 mm off sets:With 100 mm dia pipe
Each495.4
17.53.3.1Providing and fixing sand cast iron S&S off sets as per IS:
1729:152 mm off sets:With 75 mm dia pipe
Each474
17.53.3.2Providing and fixing sand cast iron S&S off sets as per IS:
1729:152 mm off sets:With 100 mm dia pipe
Each604.7
17.54.1.1Providing and fixing sand cast iron S&S off sets as per IS:
3989 :75 mm off sets:With 75 mm dia pipe
Each296.9
17.54.2.1Providing and fixing sand cast iron S&S off sets as per IS:
3989 :150 mm off sets:With 75 mm dia pipe
Each381.2
17.54.2.2Providing and fixing sand cast iron S&S off sets as per IS:
3989 :150 mm off sets:With 100 mm dia pipe
Each509.4
17.55.1.1Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :100 mm:Sand cast iron S&S as per IS - 1729Each538.2
17.55.1.2Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :100 mm:Sand cast iron S&S as per IS - 3989Each538.2
17.55.2.1Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :75 mm:Sand cast iron S&S as per IS - 1729Each376.3
17.55.2.2Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :75 mm:Sand cast iron S&S as per IS - 3989Each376.3
17.56.1.1Providing and fixing terminal guard :100 mm :Sand cast iron S&S as per IS - 1729Each259.8
17.56.1.2Providing and fixing terminal guard :100 mm :Sand cast iron S&S as per IS - 3989Each455.2
17.56.2.1Providing and fixing terminal guard :75 mm :Sand cast iron S&S as per IS - 1729Each206.6
17.56.2.2Providing and fixing terminal guard :75mm :Sand cast iron S&S as per IS - 3989Each388.5
17.57.1.1Providing and fixing collar :100 mm :Sand cast iron S&S as per IS - 1729Each202.5
17.57.1.2Providing and fixing collar :100 mm :Sand cast iron S&S as per IS - 3989Each333.1
17.57.2.1Providing and fixing collar :75 mm :Sand cast iron S&S as per IS - 1729Each160.2
17.57.2.2Providing and fixing collar :75mm :Sand cast iron S&S as per IS - 3989Each229.8
17.58.1Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :100 mmEach207.8
17.58.2Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :75 mmEach177.1
17.58.3Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :50 mmEach142.2
17.59.1Providing and fixing M.S. stays and clamps for sand cast
iron/centrifugally cast (spun) iron pipes of diameter :100 mm
Each70.6
17.59.2Providing and fixing M.S. stays and clamps for sand cast
iron/centrifugally cast (spun) iron pipes of diameter :75 mm
Each58.9
17.59.3Providing and fixing M.S. stays and clamps for sand cast
iron/centrifugally cast (spun) iron pipes of diameter :50 mm
Each53.8
17.60.1.1Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete,including cost of cutting and making good the walls and floors:100 mm inlet and 100 mm outlet:Sand cast iron S&S as per IS: 3989Each849
17.60.1.2Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete,including cost of cutting and making good the walls and floors:100 mm inlet and 100 mm outlet:Sand cast iron S&S as per IS: 1729Each653.7
17.60.2.1Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete,including cost of cutting and making good the walls and floors:100 mm inlet and 75 mm outlet:Sand cast iron S&S as per IS: 3989Each889.3
17.60.2.2Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete,including cost of cutting and making good the walls and floors:100 mm inlet and 75 mm outlet:Sand cast iron S&S as per IS: 1729Each584.1
17.61.1Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 100 mm diaM226.8
17.61.2Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 75 mm diaM162.8
17.61.3Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 50 mm diaM104.3
17.62Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality ) .on the outside surface of the cistern, flush pipe,other fittings, etc. complete for new workEach329.1
17.63Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe,other fittings, etc. complete, including polishing of wooden seat and lid
and cleaning of W.C. pan with acid wherever necessary.
Each241.8
17.64Repainting C.I. cistern with synthetic enamel paint of approved colour, brand and manufacture on the outside surface of cistern, flush pipe, other fittings etc. complete.Each99.7
17.65.1Painting sand cast iron/ centrifugally cast (spun) iron soil,
waste vent pipes and fittings with two coats of synthetic
enamel paint of any colour such as chocolate grey, or buff etc.over a coat of primer(of approved quality) for new work :100 mm diameter pipe
M30.2
17.65.2Painting sand cast iron/ centrifugally cast (spun) iron soil,
waste vent pipes and fittings with two coats of synthetic
enamel paint of any colour such as chocolate grey, or buff etc.over a coat of primer(of approved quality) for new work :75 mm diameter pipe
M23.1
17.66.1Repainting sand cast iron/ centrifugally cast iron (spun) iron,soil,waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc :100 mm diameter pipeM14.6
17.66.2Repainting sand cast iron/ centrifugally cast iron (spun) iron,soil,waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc :75 mm diameter pipeM10.9
17.67Repainting bath tub of size 1700x730x430 mm with enamelEach334.3
17.68.1Providing and fixing vitreous pchaiinnat. dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets,40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend.Each6176.1
17.69.1Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour: Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gmsEach104.1
17.69.2Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour: Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gmsEach120
17.70.1Providing and fixing PTMT Bottle Trap for Wash basin and
sink.:Bottle t rap 31mm single piece moulded with height
of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
Each428.8
17.70.2Providing and fixing PTMT Bottle Trap for Wash basin and
sink.: Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
Each463
17.71Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.Each191
17.72Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms.Each183.5
17.73.1Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour:450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gmsEach377.6
17.73.2Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour:600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gmsEach419.1
17.74Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.Each458.2
17.75Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms.Each169
17.76.1Providing and fixing PTMT urinal cock of approved quality and colour:15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms.Each163.1
17.77.1Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the
help of 30 mm x1.6 mm galvanised M.S. flats of specified
shape and of total length 420 mm and shall be fixed with M.S.nuts, bolts, & washers of size 25x6 mm, one bolts on each sideof the pipe:Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe)
Each171.6
17.77.2Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the
help of 30 mm x1.6 mm galvanised M.S. flats of specified
shape and of total length 420 mm and shall be fixed with M.S.nuts, bolts, & washers of size 25x6 mm, one bolts on each sideof the pipe:Total bracket length 810 mm of approved shape and design (for two 100 mm dia pipes)
Each205
17.77.3Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the
help of 30 mm x1.6 mm galvanised M.S. flats of specified
shape and of total length 420 mm and shall be fixed with M.S.nuts, bolts, & washers of size 25x6 mm, one bolts on each sideof the pipe:Total bracket length 1040 mm of approved shape and design (for three 100 mm dia pipes)
Each238.4
17.78Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres),Each10052
17.79Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface,fixed with cartridge having debris catcher and hygienes.Each22767.9
17.8Peroaviding and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre &post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.Each17396.9
18.1.1Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per
direction of the Engineer in charge: Exposed on wall :1216 (16 mm OD) pipe
M197.5
18.1.2Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per
direction of the Engineer in charge: Exposed on wall :1620 (20 mm OD) pipe
M249.8
18.1.3Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per
direction of the Engineer in charge: Exposed on wall :2025 (25 mm OD) pipe
M310
18.1.4Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per
direction of the Engineer in charge: Exposed on wall :2532 (32 mm OD) pipe
M389.4
18.1.5Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per
direction of the Engineer in charge: Exposed on wall :3240 (40 mm OD) pipe
M621.5
18.1.6Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per
direction of the Engineer in charge: Exposed on wall :4050 (50 mm OD) pipe
M677.1
18.2.1Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre
spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge:Concealed work, including cutting chases and making good
the wall etc:1216 (16 mm OD) pipe
M306.9
18.2.2Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge:Concealed work, including cutting chases and making good the wall etc: 1620 (20 mm OD) pipeM370.9
18.2.3Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge:Concealed work, including cutting chases and making good the wall etc:2025 (25 mm OD) pipeM445.7
18.2.4Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge:Concealed work, including cutting chases and making good the wall etc:2532 (32 mm OD) pipeM541.8
18.3.1Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V.stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in
charge:External work :1216 (16 mm OD) pipe
M190.1
18.3.2Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V.stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in
charge:External work :1620 (20 mm OD ) pipe
M237.7
18.3.3Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V.stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in
charge:External work :2025 (25 mm OD ) pipe
M293.3
18.3.4Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V.stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in
charge:External work : 2532 (32 mm OD ) pipe
M364.7
18.3.5Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V.stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in
charge:External work :3240 (40 mm OD ) pipe
M585.7
18.3.6Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS -15450, U.V.stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in
charge:External work :4050 (50 mm OD ) pipe
M641.2
18.4.1Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall:PN - 16 Pipe, 16 mm ODM105.5
18.4.2Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall:PN - 16 Pipe, 20 mm ODM141.9
18.4.3Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall:PN - 16 Pipe, 25 mm ODM195.7
18.4.4Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall:PN - 16 Pipe, 32 mm ODM289.5
18.4.5Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall:PN - 16 Pipe, 40 mm ODM420
18.4.6Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall:PN - 16 Pipe, 50 mm ODM610.4
18.5.1Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work, including cutting chases and making good the walls etc.: PN - 16 Pipe, 16 mm ODM183
18.5.2Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work, including cutting chases and making good the walls etc.: PN - 16 Pipe, 20 mm ODM225.7
18.5.3Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work, including cutting chases and making good the walls etc.: PN - 16 Pipe, 25 mm ODM291.9
18.5.4Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work, including cutting chases and making good the walls etc.: PN - 16 Pipe, 32 mm ODM407.3
18.6.1Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 16 mm OD (SDR - 7.4)M98.1
18.6.2Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 20 mm OD (SDR - 7.4)M126.3
18.6.3Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 25 mm OD (SDR - 7.4)M182.5
18.6.4Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 32 mm OD (SDR - 7.4)M268.2
18.6.5Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 40 mm OD (SDR - 7.4)M384.1
18.6.6Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 50 mm OD (SDR - 7.4)M574.6
18.6.7Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 63 mm OD (SDR - 7.4)M871.2
18.6.8Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 75 mm OD (SDR - 7.4)M1167.9
18.6.9Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 90 mm OD (SDR - 7.4)M1767.2
18.6.10Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 110 mm OD (SDR - 7.4)M1979.8
18.6.11Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge:External work:PN - 16 Pipe, 160 mm OD (SDR - 7.4)M4083.5
18.7.1Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall: 15 mm nominal outer dia PipesM138.7
18.7.2Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall: 20 mm nominal outer dia PipesM164
18.7.3Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall: 25 mm nominal outer dia PipesM206.8
18.7.4Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall: 32 mm nominal outer dia PipesM270.4
18.7.5Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall: 40 mm nominal outer dia PipesM375.6
18.7.6Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Internal work - Exposed on wall: 50 mm nominal outer dia PipesM558.1
18.8.1Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Concealed work, including cutting chases and making good the : 15 mm nominal outer dia PipesM221.4
18.8.2Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Concealed work, including cutting chases and making good the : 20 mm nominal outer dia PipesM249.2
18.8.3Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Concealed work, including cutting chases and making good the : 25 mm nominal outer dia PipesM306.9
18.8.4Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Concealed work, including cutting chases and making good the : 32 mm nominal outer dia PipesM381.6
18.9.1Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:15 mm nominal outer dia PipesM126.6
18.9.2Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:20 mm nominal outer dia PipesM147.3
18.9.3Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:25 mm nominal outer dia PipesM193.6
18.9.4Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:32 mm nominal outer dia PipesM249.1
18.9.5Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:40 mm nominal outer dia PipesM339.7
18.9.6Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:50 mm nominal outer dia PipesM522.2
18.9.7Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:62.50 mm nominal outer dia PipesM1501.2
18.9.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:75 mm nominal outer dia PipesM2120.1
18.9.9Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:100 mm nominal outer dia PipesM2632
18.9.10Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:150 mm nominal outer dia PipesM3528
18.10.1Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:15 mm dia nominal boreM167.9
18.10.2Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:20 mm dia nominal boreM207.7
18.10.3Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:25 mm dia nominal boreM269.2
18.10.4Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:32 mm dia nominal boreM319.2
18.10.5Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:40 mm dia nominal boreM394.1
18.10.6Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:50 mm dia nominal boreM489.1
18.11.1Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe,including painting with anti corrosive bitumastic paint,cutting chases and making good the wall :15 mm dia nominal boreM229.6
18.11.2Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe,including painting with anti corrosive bitumastic paint,cutting chases and making good the wall :20 mm dia nominal boreM265.5
18.12.1Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:15 mm dia nominal boreM146.4
18.12.2Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:20 mm dia nominal boreM177.6
18.12.3Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:25 mm dia nominal boreM231.3
18.12.4Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:32 mm dia nominal boreM268.7
18.12.5Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:40 mm dia nominal boreM322.4
18.12.6Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:50 mm dia nominal boreM391.1
18.12.7Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:65 mm dia nominal boreM515.1
18.12.8Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:80 mm dia nominal boreM633.6
18.13.1Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal boreEach267.4
18.13.2Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :50 to 80 mm nominal boreEach637.8
18.14Fixing water meter and stop cock in G.I. pipe line includingcutting and threading the pipe and making long screws etc.complete (cost of water meter and stop cock to be paid separately)Each212.5
18.15.1Providing and fixing brass bib cock of approved quality :15 mm nominal boreEach273
18.15.2Providing and fixing brass bib cock of approved quality :20 mm nominal boreEach294.2
18.16.1Providing and fixing brass stop cock of approved quality :15 mm nominal boreEach273
18.16.2Providing and fixing brass stop cock of approved quality :20 mm nominal boreEach361.4
18.17.1Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal boreEach449.5
18.17.2Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal boreEach525.7
18.17.3Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal boreEach613.9
18.17.4Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal boreEach811.4
18.17.5Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal boreEach1351.6
18.17.6Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal boreEach2016.5
18.18.1Providing and fixing ball valve (brass) of approved quality,
High or low pressure, with plastic floats complete : 15 mm nominal bore.
Each300.9
18.18.2Providing and fixing ball valve (brass) of approved quality,
High or low pressure, with plastic floats complete : 20 mm nominal bore.
Each427.9
18.18.3Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore.Each469.4
18.19.1.1Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore:HorizontalEach430.8
18.19.1.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore:VerticalEach467.4
18.19.2.1Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:HorizontalEach579.9
18.19.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:VerticalEach665.4
18.19.3.1Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal bore:HorizontalEach716.9
18.19.3.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal bore:VerticalEach948.8
18.19.4.1Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore:HorizontalEach1037.2
18.19.4.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore:VerticalEach1269.1
18.19.5.1Providing and fixing gun metal non- return valve of
approved quality (screwed end) :65 mm nominal bore:Horizontal
Each1857.8
18.19.5.2Providing and fixing gun metal non- return valve of
approved quality (screwed end) :65 mm nominal bore:Vertical
Each2125.3
18.19.6.1Providing and fixing gun metal non- return valve of
approved quality (screwed end) :80 mm nominal bore:Horizontal
Each2629.8
18.19.6.2Providing and fixing gun metal non- return valve of
approved quality (screwed end) :80 mm nominal bore:Vertical
Each3569.7
18.20.1Providing and fixing brass ferrule with C.I. mouth cover
including boring and tapping the main :15 mm nominal bore
Each254.1
18.20.2Providing and fixing brass ferrule with C.I. mouth cover
including boring and tapping the main :20 mm nominal bore
Each281.8
18.20.3Providing and fixing brass ferrule with C.I. mouth cover
including boring and tapping the main :25 mm nominal bore
Each365.4
18.21.1.1Providing and fixing uplasticised PVC connection pipe with brass ions : 30 cm length :15 mm nominal boreEach61.8
18.21.1.2Providing and fixing uplasticised PVC connection pipe with brass ions :: 30 cm length :20 mm nominal boreEach68
18.21.2.1Providing and fixing uplasticised PVC connection pipe with brass ions : 45 cm length :15 mm nominal boreEach70.6
18.21.2.2Providing and fixing uplasticised PVC connection pipe with brass ions : 45 cm length :20 mm nominal boreEach86.5
18.22.1Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :100 mm diameterEach75
18.22.2Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameterEach89.9
18.23Laying in position centrifugally cast (spun) iron S&S or
flanged pipes (excluding cost of pipe).
Quintal89.6
18.24Laying in position S&S or flanged C.I. special such as tees,bends,collars, tapers and caps etc.(excluding cost of specials).Quintal228
18.25.1Providing and laying S&S C.I. standard specials such as tees, bends,collars, tapers, caps etc. (Heavy class) :Up to 300 mm diaQuintal4633.7
18.25.2Providing and laying S&S C.I. standard specials such as
tees, bends,collars, tapers, caps etc. (Heavy class) :Over 300 mm dia
Quintal4755.8
18.26.1Providing and laying flanged C.I. standard specials such as tees,bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :Up to 300 mm diaQuintal6953
18.26.2Providing and laying flanged C.I. standard specials such as tees,bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :Over 300 mm diaQuintal7319.2
18.27.1Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :100 mm dia pipe
M1119.1
18.27.2Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :125 mm dia pipe
M1394
18.27.3Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :150 mm dia pipe
M1681.4
18.27.4Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :200 mm dia pipeM2857.3
18.27.5Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :250 mm dia pipe
M3729.6
18.27.6Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :300 mm dia pipe
M5030.2
18.27.7Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :350 mm dia pipe
M6031.1
18.27.8Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :400 mm dia pipe
M7949.9
18.27.9Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :450 mm dia pipe
M9626.5
18.27.10Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :500 mm dia pipe
M11175.5
18.27.11Providing and laying S&S centrifugally cast (spun) iron
pipes (Class LA) conforming to IS - 1536 :600 mm dia pipe
M15631.9
18.28.1Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :100 mm diameter pipeEach142.8
18.28.2Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :125 mm diameter pipeEach209
18.28.3Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :150 mm diameter pipeEach214.4
18.28.4Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :200 mm diameter pipeEach283.7
18.28.5Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :250 mm diameter pipeEach354.4
18.28.6Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :300 mm diameter pipeEach427.7
18.28.7Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :350 mm diameter pipeEach446.1
18.28.8Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :400 mm diameter pipeEach576.9
18.28.9Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :450 mm diameter pipeEach645.7
18.28.10Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :500 mm diameter pipeEach684.2
18.28.11Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :600 mm diameter pipeEach916.9
18.29Supplying pig lead at site of work.Quintal10997.3
18.30.1Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 80 mm diameter pipe
Each106.1
18.30.2Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 100 mm diameter pipe
Each179.7
18.30.3Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 125 mm diameter pipe
Each182.2
18.30.4Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 150 mm diameter pipe
Each217.1
18.30.5Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 200 mm diameter pipe
Each223.2
18.30.6Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 250 mm diameter pipe
Each340.7
18.30.7Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 300 mm diameter pipe
Each346.8
18.30.8Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 350 mm diameter pipe
Each481.1
18.30.9Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 400 mm diameter pipe
Each705.2
18.30.10Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 450 mm diameter pipe
Each876.2
18.30.11Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 500 mm diameter pipe
Each1001.3
18.30.12Providing flanged joints to double flanged C.I./ D.I. pipes
and specials, including testing of joints : 600 mm diameter pipe
Each1177.4
18.31.1.1Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :100 mm diameter:Class I
Each3407.3
18.31.1.2Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :100 mm diameter:Class II
Each4046.3
18.31.2.1Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :125 mm diameter:Class I
Each3672.8
18.31.2.2Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :125 mm diameter:Class II
Each4800.1
18.31.3.1Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :150 mm diameter:Class I
Each5002
18.31.3.2Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :150 mm diameter:Class II
Each5890
18.31.4.1Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :200 mm diameter:Class I
Each9892.3
18.31.4.2Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :200 mm diameter:Class IIEach12048.9
18.31.5.1Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :250 mm diameter:Class I
Each14515
18.31.5.2Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :250 mm diameter:Class II
Each2494.7
18.31.6.1Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :300 mm diameter:Class IEach20194.2
18.31.6.2Providing and fixing C.I. sluice valves (with cap) complete
with bolts,nuts, rubber insertions etc. (the tail pieces if
required will be paid separately) :300 mm diameter:Class II
Each24002.2
18.32.1Constructing masonry Chamber 30x30x50 cm inside, in
brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary xcavation,foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks
of class designation 100A
Each1018.4
18.33.1Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 100AEach5807.5
18.34.1Constructing masonry Chamber 60x60x75 cm inside, in
brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter,160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 100A
Each10657.5
18.35.1Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 100AEach14598.4
18.36.1Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants,with C.I. surface box 350x350 mm top and 165 mm deep ( inside)with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 100AEach5917.1
18.37.1Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 100AEach5229.8
18.38.1Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :15 mm diameter pipeM8
18.38.2Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :20 mm diameter pipeM9.3
18.38.3Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :25 mm diameter pipeM12.3
18.38.4Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :32 mm diameter pipeM14.4
18.38.5Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :40 mm diameter pipeM17.2
18.38.6Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :50 mm diameter pipeM20.1
18.39.1Repainting G.I. pipes and fittings with synthetic enamel
white paint with one coat of approved quality :15 mm diameter pipe
M4
18.39.2Repainting G.I. pipes and fittings with synthetic enamel
white paint with one coat of approved quality :20 mm diameter pipe
M4.6
18.39.3Repainting G.I. pipes and fittings with synthetic enamel
white paint with one coat of approved quality :25 mm diameter pipe
M5.9
18.39.4Repainting G.I. pipes and fittings with synthetic enamel
white paint with one coat of approved quality :32 mm diameter pipe
M6.9
18.39.5Repainting G.I. pipes and fittings with synthetic enamel
white paint with one coat of approved quality :40 mm diameter pipe
M8.1
18.39.6Repainting G.I. pipes and fittings with synthetic enamel
white paint with one coat of approved quality :50 mm diameter pipe
M9.4
18.40.1Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :15 mm diameter pipeM4.5
18.40.2Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :20 mm diameter pipeM5.3
18.40.3Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :25 mm diameter pipeM6.8
18.40.4Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :32mm diameter pipeM7.9
18.40.5Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :40 mm diameter pipeM9
18.40.6Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :50 mm diameter pipeM10.6
18.40.7Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :65 mm diameter pipeM13
18.40.8Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :80 mm diameter pipeM15
18.41.1Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :15 mm diameter pipe
M14.5
18.41.2Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :20 mm diameter pipe
M14.7
18.41.3Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :25 mm diameter pipe
M15.1
18.41.4Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :32 mm diameter pipe
M15.5
18.41.5Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :40 mm diameter pipe
M15.7
18.41.6Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :50 mm diameter pipe
M16.3
18.41.7Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :65 mm diameter pipe
M25.7
18.41.8Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :80 mm diameter pipe
M26.5
18.41.9Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :100 mm diameter pipe
M28
18.41.10Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :150 mm diameter pipe
M41.7
18.42.1Boring with 100 mm diameter casing pipe for hand pump /tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Up to 6 metres depth.M239.8
18.42.2Boring with 100 mm diameter casing pipe for hand pump /tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Beyond 6 m and up to 12 m depthM285.3
18.42.3Boring with 100 mm diameter casing pipe for hand pump /tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Beyond 12 m and up to 18 m depthM333
18.43Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.M581.7
18.44Providing and fixing to filter and lowering to proper levels 40 mm G.I.pipe for tube well including cleaning and priming the tube well.M306.3
18.45Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with allEach912.3
18.46.1Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :15 mm nominal boreEach134
18.46.2Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :20 mm nominal boreEach158.4
18.46.3Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :25 mm nominal boreEach170.6
18.46.4Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :32 mm nominal boreEach213.3
18.46.5Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :40 mm nominal boreEach292.7
18.46.6Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :50 mm nominal boreEach358.4
18.46.7Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :65 mm nominal boreEach614.7
18.46.8Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :80 mm nominal boreEach712.4
18.47.1Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screws,including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :15 mm nominal boreEach260.2
18.47.2Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screws,including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :20 mm nominal boreEach284.6
18.47.3Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screws,including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :25 mm nominal boreEach296.8
18.47.4Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screws,including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :32 mm nominal boreEach328.3
18.47.5Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screws,including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :40 mm nominal boreEach407.7
18.47.6Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screws,including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :50 mm nominal boreEach515.2
18.47.7Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screws,including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :65 mm nominal boreEach771.5
18.47.8Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screws,including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :80 mm nominal boreEach869.2
18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Per
Litre
6.6
18.49Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 .Each481.6
18.50.1Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: 15 mm nominal boreEach835.6
18.51.1Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms: 15 mm nominal boreEach640.3
18.52.1Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931:15 mm nominal boreEach650.1
18.53.1Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore: 15 mm nominal boreEach532.4
18.54.1Providing and fixing PTMT bib cock of approved quality and colour:15mm nominal bore, 86 mm long, weighing not less than 88 gms.Each138.7
18.54.2Providing and fixing PTMT bib cock of approved quality and colour:15 mm nominal bore, 122mm long, weighing not less than 99 gms.Each187.5
18.54.3Providing and fixing PTMT bib cock of approved quality and colour:15 mm nominal bore, 165 mm long, weighing not less than 110 gms.Each212
18.54.4Providing and fixing PTMT bib cock of approved quality and colour:15mm nominal bore, 90 mm long, weighing not less than 93 gms.Each193.7
18.55.1Providing and fixing PTMT stop cock of approved quality and colour:15 mm nominal bore, 86 mm long, weighing not less than 88 gms.Each138.7
18.55.2Providing and fixing PTMT stop cock of approved quality and colour:20 mm nominal bore, 89 mm long, weighing not less than 88 gms.Each175.3
18.55.3Providing and fixing PTMT stop cock of approved quality and colour:Concealed stop cock, 15 mm nominal bore, 108 mm long,weighing not less than 108 gms.Each209.5
18.56.1Providing and fixing PTMT pillar cock of approved quality and colour :15 mm nominal bore, 107 mm long, weighing not less than 110 gms.Each214.9
18.56.2Providing and fixing PTMT pillar cock of approved quality and colour :15 mm nominal bore, 125 mm long foam flow,weighing not less than 120 gmsEach294.2
18.57.1Providing and fixing PTMT, push cock of approved quality and colour:15 mm nominal bore, 98 mm long, weighing not less than 75 gms.Each126.5
18.57.2Providing and fixing PTMT, push cock of approved quality and colour:15 mm nominal bore, 80 mm long, weighing not less than 46 gms.Each114.3
18.58.1.1Providing and fixing PTMT grating of approved quality and colour:Circular type:100 mm nominal dia.Each46.4
18.58.1.2Providing and fixing PTMT grating of approved quality and colour:Circular type:125 mm nominal dia.Each59.9
18.58.2.1Providing and fixing PTMT grating of approved quality and colour:Rectangular type with openable circular lid:150 mm nominal size square 100 mm diameter of
the inner hinged round grating.
Each157.5
18.59.1Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) :50 mm diaEach5002.4
18.59.2Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) :80 mm diaEach6371.7
18.59.3Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) :100 mm diaEach8496.6
18.60.1Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts,nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :80 mm dia nominal bore.Each3215
18.60.2Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts,nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :100 mm dia nominal bore.Each4817.2
18.60.3Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts,nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :150 mm dia nominal bore.Each7074.5
18.60.4Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts,nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :200 mm dia nominal bore.Each7682.3
18.61.1Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :80 mm diaEach3776.6
18.61.2Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :100 mm diaEach6111.3
18.61.3Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :150 mm diaEach7741.1
18.61.4Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :200 mm diaEach10839.3
18.62.1Providing and fixing PTMT Ball cock of approved quality,colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball:15 mm nominal bore, 105 mm long, weighing not less than 138 gmsEach208.1
18.62.2Providing and fixing PTMT Ball cock of approved quality,colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball: 20 mm nominal bore, 120 mm long, weighing not less than 198 gmsEach293.6
18.62.3Providing and fixing PTMT Ball cock of approved quality,colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball:25 mm nominal bore, 152mm long, weighing not less than 440 gmsEach579.3
18.62.4Providing and fixing PTMT Ball cock of approved quality,colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball:40 mm nominal bore, 206mm long, weighing not less than 690 gmsEach1018.7
18.62.5Providing and fixing PTMT Ball cock of approved quality,colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball:50 mm nominal bore, 242mm long, weighing not less than 1240 gmsEach1470.4
18.63Providing and fixing PTMT angle stop cock 15 mm nominal bore,weighing not less than 85 gmsEach175.3
18.64Providing and fixing PTMT swivelling shower, 15 mm nominal bore,Each120.2
18.65Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms.Each160.4
18.66.1Providing and laying S&S C.I. Standard specials such as tees, bends,collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 :Up to 300 mm diaQuintal6892
18.66.2Providing and laying S&S C.I. Standard specials such as tees, bends,collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 :Above 300 mm diaQuintal10248.9
18.67.1Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 :Up to 300 mm diaQuintal11225.5
18.67.2Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 :Above 300 mm diaQuintal11835.8
18.68.1Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :Up to 600 mm diaQuintal16108.3
18.68.2Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :Above 600 mm diaQuintal22211.8
18.69.1Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Up to 600 mm diaQuintal16962.8
18.69.2Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Above 600 mm diaQuintal24225.9
18.70.1Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :100 mm dia pipesJoint53.9
18.70.2Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :150 mm dia pipesJoint79.6
18.70.3Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :200 mm dia pipesJoint124.9
18.70.4Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :250 mm dia pipesJoint150.6
18.70.5Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :300 mm dia pipesJoint206.8
18.70.6Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :350 mm dia pipesJoint227.6
18.70.7Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :400 mm dia pipesJoint381.6
18.70.8Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :450 mm dia pipesJoint441.5
18.70.9Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :500 mm dia pipesJoint477.5
18.70.10Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :600 mm dia pipesJoint607.8
18.70.11Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :650 mm dia pipesJoint872.4
18.70.12Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :700 mm dia pipesJoint1012.8
18.70.13Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :800 mm dia pipesJoint1116
18.70.14Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :900 mm dia pipesJoint1442.2
18.70.15Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :1000 mm dia pipesJoint1708.5
18.71.1Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :100 mm dia C.I. Double Flanged PipeM1705.4
18.71.2Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :150 mm dia C.I. Double Flanged PipeM2668.7
18.71.3Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :200 mm dia C.I. Double Flanged PipeM4214.8
18.71.4Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :250 mm dia C.I. Double Flanged PipeM5092
18.71.5Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :300 mm dia C.I. Double Flanged PipeM6508.1
18.71.6Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :350 mm dia C.I. Double Flanged PipeM8196.6
18.71.7Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :400 mm dia C.I. Double Flanged PipeM10611.4
18.71.8Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :450 mm dia C.I. Double Flanged PipeM13516.8
18.71.9Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :500 mm dia C.I. Double Flanged PipeM16793.6
18.71.10Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :600 mm dia C.I. Double Flanged PipeM23277.5
18.72.1Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :100 mm dia Ductile Iron Class K-7 pipesM962.6
18.72.2Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :150 mm dia Ductile Iron Class K-7 pipesM1392.2
18.72.3Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :200 mm dia Ductile Iron Class K-7 pipesM1926.5
18.72.4Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :250 mm dia Ductile Iron Class K-7 pipesM2609.2
18.72.5Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :300 mm dia Ductile Iron Class K-7 pipesM3596.5
18.72.6Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :350 mm dia Ductile Iron Class K-7 pipesM4282.7
18.72.7Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :400 mm dia Ductile Iron Class K-7 pipesM4996.2
18.72.8Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :450 mm dia Ductile Iron Class K-7 pipesM6035.2
18.72.9Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :500 mm dia Ductile Iron Class K-7 pipesM7126.7
18.72.10Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :600 mm dia Ductile Iron Class K-7 pipesM9300.7
18.72.11Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :700 mm dia Ductile Iron Class K-7 pipesM11949.5
18.72.12Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :800 mm dia Ductile Iron Class K-7 pipesM15034.4
18.72.13Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :900 mm dia Ductile Iron Class K-7 pipesM19938.5
18.72.14Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :1000 mm dia Ductile Iron Class K-7 pipesM21194.3
18.72.15Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :100 mm dia Ductile Iron Class K-9 pipesM995.2
18.72.16Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :150 mm dia Ductile Iron Class K-9 pipesM1492.9
18.72.17Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :200 mm dia Ductile Iron Class K-9 pipesM2054
18.72.18Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :250 mm dia Ductile Iron Class K-9 pipesM2861.2
18.72.19Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :300 mm dia Ductile Iron Class K-9 pipesM3558.5
18.72.20Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :350 mm dia Ductile Iron Class K-9 pipesM4374.4
18.72.21Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :400 mm dia Ductile Iron Class K-9 pipesM5603
18.72.22Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :450 mm dia Ductile Iron Class K-9 pipesM6477.5
18.72.23Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :500 mm dia Ductile Iron Class K-9 pipesM8178.7
18.72.24Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :600 mm dia Ductile Iron Class K-9 pipesM9877
18.72.25Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :700 mm dia Ductile Iron Class K-9 pipesM13653.1
18.72.26Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :750 mm dia Ductile Iron Class K-9 pipesM15271.8
18.72.27Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :800 mm dia Ductile Iron Class K-9 pipesM14979
18.72.28Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :900 mm dia Ductile Iron Class K-9 pipesM18079.4
18.72.29Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :1000 mm dia Ductile Iron Class K-9 pipesM20329.4
18.73.1Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :100 mm dia Ductile Iron Double FlangedM2683.4
18.73.2Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :150 mm dia Ductile Iron Double FlangedM4306.2
18.73.3Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :200 mm dia Ductile Iron Double FlangedM5064.1
18.73.4Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :250 mm dia Ductile Iron Double FlangedM4244.7
18.73.5Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :300 mm dia Ductile Iron Double FlangedM8577.6
18.73.6Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :350 mm dia Ductile Iron Double FlangedM10842.3
18.73.7Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :400 mm dia Ductile Iron Double FlangedM13073.3
18.73.8Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :450 mm dia Ductile Iron Double FlangedM15892
18.73.9Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :500 mm dia Ductile Iron Double FlangedM18595.7
18.73.10Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 :600 mm dia Ductile Iron Double FlangedM25407
18.74.1Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour:15 mm nominal bore with 30cm lengthEach64.3
18.74.2Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour:15 mm nominal bore with 45cm lengthEach76.8
18.75.1Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour:15 mm nominal bore, weighing not less than 32 gmsEach46.1
18.75.2Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour: 20mm nominal bore, weighing not less than 40 gmsEach53.3
18.75.3Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour: 25mm nominal bore, weighing not less than 62 gmsEach76.6
18.76.1Cutting holes up to 30x30 cm in walls including making good the same:With common burnt clay F.P.S. (non modular) bricksEach158.1
18.77Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.Each138.5
18.78Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I.pipe etc.M57.7
18.79Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) including disposal of malba.M95.2
18.80.1Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:80 mm diameter C.I. pipe.
100 M463.6
18.80.2Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:100 mm diameter C.I. pipe.
100 M612.6
18.80.3Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:125 mm diameter C.I. pipe.
100 M770.7
18.80.4Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:150 mm diameter C.I. pipe.
100 M933
18.80.5Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:200 mm diameter C.I. pipe.
100 M1260.1
18.80.6Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:250 mm diameter C.I. pipe.
100 M1605
18.80.7Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:300 mm diameter C.I. pipe.
100 M1814.8
18.80.8Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:350 mm diameter C.I. pipe.
100 M2036.9
18.80.9Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:400 mm diameter C.I. pipe.
100 M2278.1
18.80.10Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:450 mm diameter C.I. pipe.
100 M2526.9
18.80.11Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:500 mm diameter C.I. pipe.
100 M2794
18.80.12Disinfecting C.I. water mains by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory:600 mm diameter C.I. pipe.
100 M3351.2
18.81.1Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :80 mm diameter C.I. pipe.100 M170.5
18.81.2Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :100 mm diameter C.I. pipe.100 M208.5
18.81.3Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :125 mm diameter C.I. pipe.100 M256.6
18.81.4Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :150 mm diameter C.I. pipe.100 M302.5
18.81.5Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :200 mm diameter C.I. pipe.100 M464.6
18.81.6Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :250 mm diameter C.I. pipe.100 M540.7
18.81.7Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :300 mm diameter C.I. pipe.100 M616
18.81.8Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory :350 mm diameter C.I. pipe.100 M730.7
18.81.9Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory :400 mm diameter C.I. pipe.100 M848
18.81.10Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory :450 mm diameter C.I. pipe.100 M971.5
18.81.11Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :500 mm diameter C.I. pipe.100 M1096.9
18.81.12Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water,including getting the samples of water tested in the municipal laboratory :600 mm diameter C.I. pipe.100 M1357.4
18.82.1Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre : 80 mm diameter C.I. pipe M160.2
18.82.2Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre : 100 mm diameter C.I. pipe M164.4
18.82.3Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :125 mm diameter C.I. pipe M168.4
18.82.4Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :150 mm diameter C.I. pipe M172.5
18.82.5Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :200 mm diameter C.I. pipe M189.7
18.82.6Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :250 mm diameter C.I. pipe M206.5
18.82.7Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :300 mm diameter C.I. pipe M220.6
18.82.8Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :350 mm diameter C.I. pipe M233.1
18.82.9Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :400 mm diameter C.I. pipe M244.3
18.82.10Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :450 mm diameter C.I. pipe M255.8
18.82.11Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :500 mm diameter C.I. pipe M265.2
18.82.12Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :600 mm diameter C.I. pipe M280
18.83.1Labour for cutting C.I. pipe with steel saw:80 mm diameter C.I. pipeEach
cut
38.2
18.83.2Labour for cutting C.I. pipe with steel saw:100 mm diameter C.I. pipeEach
cut
51.5
18.83.3Labour for cutting C.I. pipe with steel saw:125 mm diameter C.I. pipeEach
cut
72.2
18.83.4Labour for cutting C.I. pipe with steel saw:150 mm diameter C.I. pipeEach
cut
97.1
18.83.5Labour for cutting C.I. pipe with steel saw:200 mm diameter C.I. pipeEach
cut
129.5
18.83.6Labour for cutting C.I. pipe with steel saw:250 mm diameter C.I. pipeEach
cut
160.1
18.83.7Labour for cutting C.I. pipe with steel saw:300 mm diameter C.I. pipeEach
cut
192.5
18.83.8Labour for cutting C.I. pipe with steel saw:350 mm diameter C.I. pipeEach
cut
223.1
18.83.9Labour for cutting C.I. pipe with steel saw:400 mm diameter C.I. pipeEach
cut
255.2
18.83.10Labour for cutting C.I. pipe with steel saw:450 mm diameter C.I. pipeEach
cut
286.1
18.83.11Labour for cutting C.I. pipe with steel saw:500 mm diameter C.I. pipeEach
cut
318.2
18.83.12Labour for cutting C.I. pipe with steel saw:600 mm diameter C.I. pipeEach
cut
377.5
18.84.1Providing & fixing chrome plated brass battery based
infrared sensor operated pillar cock, having foam flow
technology:15 mm nominal bore
Each7123.6
18.85.1Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge.(The pipe length inserted in the fitting shall not be measured for payment) Inernal work - Exposed on wall : 15.88 mm outer dia pipeM229.3
18.85.2Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge.(The pipe length inserted in the fitting shall not be measured for payment) Inernal work - Exposed on wall : 22.22 mm outer dia pipeM370.4
18.85.3Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge.(The pipe length inserted in the fitting shall not be measured for payment) Inernal work - Exposed on wall : 28.58 mm outer dia pipeM468.1
18.85.4Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge.(The pipe length inserted in the fitting shall not be measured for payment) Inernal work - Exposed on wall : 34.00 mm outer dia pipeM647
18.85.5Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge.(The pipe length inserted in the fitting shall not be measured for payment) Inernal work - Exposed on wall : 42.70 mm outer dia pipeM793.4
18.85.6Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge.(The pipe length inserted in the fitting shall not be measured for payment) Inernal work - Exposed on wall : 48.60 mm outer dia pipeM919
18.86.1Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00m spacing and also including cutting of chases and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) Internal work - Concealed Pipe :15.88 mm outer dia .Pipes.M288.5
18.86.2Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00m spacing and also including cutting of chases and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) Internal work - Concealed Pipe :22.22 mm outer dia .Pipes.M429.5
18.87.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Coupling/Socket :For 15.88 mm outer dia pipe
Each69.6
18.87.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Coupling/Socket :For 22.22 mm outer dia pipe
Each107.4
18.87.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Coupling/Socket :For 28.58 mm outer dia pipe
Each131.8
18.87.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Coupling/Socket :For 34.00 mm outer dia pipe
Each282
18.87.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Coupling/Socket :For 42.70 mm outer dia pipe
Each406.8
18.87.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Coupling/Socket :For 48.60 mm outer dia pipe
Each544.4
18.88.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 22.22 mm x 15.88 mm outer dia pipeEach125.7
18.88.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 28.58 mm x 15.88 mm outer dia pipeEach172.1
18.88.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 28.58 mm x 22.22 mm outer dia pipeEach177
18.88.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 34.00 mm x 15.88 mm outer dia pipeEach266.1
18.88.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 34.00 mm x 22.22 mm outer dia pipeEach289.3
18.88.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 34.00 mm x 28.58 mm outer dia pipeEach289.3
18.88.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 42.70 mm x 15.88 mm outer dia pipeEach438.2
18.88.8Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 42.70 mm x 22.22 mm outer dia pipeEach441.8
18.88.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 42.70 mm x 28.58 mm outer dia pipeEach441.9
18.88.10Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 42.70 mm x 34.00 mm outer dia pipeEach472.4
18.88.11Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 22.22 mm x 15.88 mm outer dia pipeEach571.3
18.88.12Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 22.22 mm x 15.88 mm outer dia pipeEach573.7
18.88.13Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 48.60 mm x 28.58 mm outer dia pipeEach578
18.88.14Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 48.60 mm x 34.0 mm outer dia pipeEach584.7
18.88.15Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with Vprofile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-incharge: Reducer:For 48.60 mm x42.70 mm outer dia pipeEach637.2
18.89.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Slip Coupling/ Socket:For 15.88 mm outer dia pipeEach137.9
18.89.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Slip Coupling/ Socket:For 22.22 mm outer dia pipeEach224.6
18.89.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Slip Coupling/ Socket:For 28.58 mm outer dia pipeEach288.1
18.89.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Slip Coupling/ Socket:For 34.00 mm outer dia pipeEach426
18.89.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Slip Coupling/ Socket:For 42.70 mm outer dia pipeEach598.1
18.89.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Slip Coupling/ Socket:For 48.60 mm outer dia pipeEach743.4
18.90.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge: Elbow 90o :For 15.88mm outer dia pipeEach105
18.90.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge: Elbow 90o :For 22.22 mm outer dia pipeEach186.8
18.90.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge: Elbow 90o :For 28.58 mm outer dia pipeEach257.6
18.90.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge: Elbow 90o :For 34 mm outer dia pipeEach523.7
18.90.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge: Elbow 90o :For 42.70 mm outer dia pipeEach802
18.90.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge: Elbow 90o :For 48.70 mm outer dia pipeEach986.3
18.91.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Reducing Elbow 90o :For22.22 mm x 15.88 mm outer dia pipeEach180.7
18.91.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Reducing Elbow 90o :For 28.58 mm x 15.88 mm outer dia pipeEach263.7
18.91.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Reducing Elbow 90o :For 28.58 mm x 22.22 mm outer dia pipeEach269.8
18.91.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Reducing Elbow 90o :For 34.00 mm x 22.22 mm outer dia pipeEach391.8
18.91.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge: Reducing Elbow 90o :For 34.00 mm x 28.58 mm outer dia pipeEach483.4
18.91.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Reducing Elbow 90o :For 42.70 mm x 34.00 mm outer dia pipeEach852
18.92.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Equal Tee:For 15.88 mm outer dia pipeEach194.1
18.92.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Equal Tee:For 22.22 mm outer dia pipeEach282
18.92.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Equal Tee:For 28.58 mm outer dia pipeEach361.3
18.92.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Equal Tee:Details of Cost for one no.Each753.2
18.92.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Equal Tee:For 42.70 mm outer dia pipeEach1054.7
18.92.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Equal Tee:For 48.60 mm outer dia pipeEach1254.9
18.93.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 22.22 mm x 15.88 mm outer dia pipeEach274.6
18.93.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 28.58 mm x 15.88 mm outer dia pipeEach341.8
18.93.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 28.58 mm x 22.22 mm outer dia pipeEach355.2
18.93.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 34.00 mm x 15.88 mm outer dia pipeEach668.9
18.93.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 34.00 mm x 22.22 mm outer dia pipeEach681.2
18.93.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 34.00 mm x 28.58 mm outer dia pipeEach688.5
18.93.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 42.70 mm x 15.88 mm outer dia pipeEach999.8
18.93.8Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 42.70 mm x 22.22 mm outer dia pipeEach1002.2
18.93.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 42.70 mm x 28.58 mm outer dia pipeEach1003.4
18.93.10Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 42.70 mm x 34.00 mm outer dia pipeEach1013.2
18.93.11Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 48.60 mm x 15.88 mm outer dia pipeEach1091.3
18.93.12Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 48.60 mm x 22.22 mm outer dia pipeEach1114.5
18.93.13Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 48.60 mm x 28.58 mm outer dia pipeEach1123
18.93.14Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 48.60 mm x 28.58 mm outer dia pipeEach1169.4
18.93.15Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge : Reducing Tee: For 48.60 mm x 42.70 mm outer dia pipeEach1212.2
18.94.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 15.88 mm outer dia x 15 mm nominal dia threaded.Each349.1
18.94.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 22.22 mm outer dia x 15 mm nominal dia threadedEach419.9
18.94.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 22.22 mm outer dia x 20 mm nominal dia threadedEach449.2
18.94.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 28.58 mm outer dia x 15 mm nominal dia threadedEach505.4
18.94.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 28.58 mm outer dia x 20 mm nominal dia threadedEach527.4
18.94.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 28.58 mm outer dia x 25 mm nominal dia threadedEach589.6
18.94.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 34.00 mm outer dia x 15 mm nominal dia threadedEach734.9
18.94.8Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 34.00 mm outer dia x 20 mm nominal dia threadedEach794.7
18.94.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 34.00 mm outer dia x 25 mm nominal dia threadedEach948.5
18.94.10Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 34.00 mm outer dia x 32 mm nominal dia threadedEach1197.5
18.94.11Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 42.70 mm outer dia x 15 mm nominal dia threadedEach1121.8
18.94.12Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 42.70 mm outer dia x 20 mm nominal dia threadedEach1148.7
18.94.13Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 42.70 mm outer dia x 25 mm nominal dia threadedEach1250
18.94.14Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 42.70 mm outer dia x 32 mm nominal dia threadedEach1387.9
18.94.15Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 42.70 mm outer dia x 40 mm nominal dia threadedEach1685.8
18.94.16Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 48.60 mm outer dia x 15 mm nominal dia threadedEach1220.7
18.94.17Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 48.60 mm outer dia x 20 mm nominal dia threadedEach1257.3
18.94.18Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 48.60 mm outer dia x 25 mm nominal dia threadedEach1311
18.94.19Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 48.60 mm outer dia x 32 mm nominal dia threaded.Each1574.7
18.94.20Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 48.60 mm outer dia x 40 mm nominal dia threaded.Each1746.8
18.94.21Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Tee:For 48.60 mm outer dia x 50 mm nominal dia threadedEach2135
18.95.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 15.88 mm outer dia x15 mm nominal dia threadedEach356.5
18.95.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 22.22 mm outer dia x15 mm nominal dia threadedEach419.9
18.95.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 22.22 mm outer dia x 20 mm nominal dia threadedEach434.6
18.95.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 28.58 mm outer dia x 15 mm nominal dia threadedEach543.2
18.95.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 28.58 mm outer dia x 20 mm nominal dia threadedEach555.4
18.95.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 28.58 mm outer dia x 25 mm nominal dia threadedEach607.9
18.95.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 34.00 mm outer dia x 15 mm nominal dia threadedEach815.4
18.95.8Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 34.00 mm outer dia x 20 mm nominal dia threadedEach828.9
18.95.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 34.00 mm outer dia x 25 mm nominal dia threadedEach935.1
18.95.10Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 34.00 mm outer dia x 32 mm nominal dia threadedEach1110.8
18.95.11Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 42.70 mm outer dia x 15 mm nominal dia threadedEach1091.3
18.95.12Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 42.70 mm outer dia x 20 mm nominal dia threadedEach1110.8
18.95.13Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 42.70 mm outer dia x 25 mm nominal dia threadedEach1247.5
18.95.14Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 42.70 mm outer dia x 32 mm nominal dia threadedEach1302.5
18.95.15Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 42.70 mm outer dia x 40 mm nominal dia threadedEach1418.4
18.95.16Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 48.60 mm outer dia x 15 mm nominal dia threadedEach1300
18.95.17Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 48.60 mm outer dia x 20 mm nominal dia threadedEach1313.5
18.95.18Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 48.60 mm outer dia x 25 mm nominal dia threadedEach1361.1
18.95.19Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 48.60 mm outer dia x 32 mm nominal dia threadedEach1445.3
18.95.20Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 48.60 mm outer dia x 40 mm nominal dia threadedEach1505.1
18.95.21Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Tee : For 48.60 mm outer dia x 50 mm nominal dia threadedEach1505.1
18.96.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 15.88 mm outer dia x 15 mm nominal dia threaded.Each231.9
18.96.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 22.22 mm outer dia x 15 mm nominal dia threaded.Each280.8
18.96.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 22.22 mm outer dia x 20 mm nominal dia threaded.Each289.3
18.96.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 28.56 mm outer dia x 15 mm nominal dia threaded.Each338.1
18.96.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 28.56 mm outer dia x 20 mm nominal dia threaded.Each349.1
18.96.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 28.56 mm outer dia x 25 mm nominal dia threaded.Each411.4
18.96.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 34.00 mm outer dia x 25 mm nominal dia threaded.Each499.3
18.96.8Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 34.00 mm outer dia x 32 mm nominal dia threaded.Each656.7
18.96.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 42.70 mm outer dia x 32 mm nominal dia threaded.Each703.1
18.96.10Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 42.70 mm outer dia x 40 mm nominal dia threaded.Each831.3
18.96.11Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 48.60 mm outer dia x 40 mm nominal dia threaded.Each1022.9
18.96.12Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Thread Connector/ Adapter:For 48.60 mm outer dia x 50 mm nominal dia threaded.Each1022.9
18.97.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 15.88 mm outer dia x 15 mm nominal dia threadedEach235.6
18.97.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 22.22 mm outer dia x 15 mm nominal dia threadedEach277.1
18.97.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 22.22 mm outer dia x 20 mm nominal dia threadedEach302.7
18.97.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 28.58 mm outer dia x 20 mm nominal dia threadedEach382.1
18.97.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 28.58 mm outer dia x 25 mm nominal dia threadedEach390.6
18.97.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 34.00 mm outer dia x 25 mm nominal dia threadedEach562.7
18.97.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 34.00 mm outer dia x 32 mm nominal dia threadedEach689.7
18.97.8Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 42.70 mm outer dia x 32 mm nominal dia threadedEach792.2
18.97.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 42.70 mm outer dia x 40 mm nominal dia threadedEach886.2
18.97.10Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 48.60 mm outer dia x 40 mm nominal dia threadedEach1025.4
18.97.11Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Thread Connector/ Adapter:For 48.60 mm outer dia x 50 mm nominal dia threadedEach1389.2
18.98.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Valve Connector:For 15.88 mm outer dia x 15 mm nominal dia threadedEach285.7
18.98.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Valve Connector:For 22.22 mm outer dia x 15 mm nominal dia threadedEach336.9
18.98.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Valve Connector:For 22.22 mm outer dia x 20 mm nominal dia threadedEach360.1
18.98.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Valve Connector:For 28.58 mm outer dia x 25 mm nominal dia threadedEach517.6
18.98.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Valve Connector:For 34.00 mm outer dia x 32 mm nominal dia threadedEach767.8
18.98.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Valve Connector:For 42.70 mm outer dia x 40 mm nominal dia threadedEach1068.1
18.98.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Valve Connector:For 48.60 mm outer dia x 50 mm nominal dia threadedEach1435.5
18.99.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 15.88 mm outer dia x 15 mm nominal dia threaded.Each250.2
18.99.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 22.22 mm outer dia x 15 mm nominal dia threaded.Each335.7
18.99.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 22.22 mm outer dia x 20 mm nominal dia threaded.Each346.7
18.99.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 25.58 mm outer dia x 25 mm nominal dia threaded.Each513.9
18.99.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 34.00 mm outer dia x 32 mm nominal dia threaded.Each894.8
18.99.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 42.70 mm outer dia x 32 mm nominal dia threaded.Each1123
18.99.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 42.70 mm outer dia x 40 mm nominal dia threaded.Each1253
18.99.8Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 48.60 mm outer dia x 40 mm nominal dia threaded.Each1346.4
18.99.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge :Female Threaded Elbow 90o:For 48.60 mm outer dia x 50 mm nominal dia threaded.Each1569.8
18.100.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 15.88 mm outer dia x 15 mm nominal dia threaded.Each203.7
18.100.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 22.22 mm outer dia x 15 mm nominal dia threaded.Each333.2
18.100.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 22.22 mm outer dia x 20 mm nominal dia threaded.Each351.6
18.100.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 28.58 mm outer dia x 25 mm nominal dia threaded.Each460.2
18.100.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 34.00 mm outer dia x 25 mm nominal dia threaded.Each738.5
18.100.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 34.00 mm outer dia x 32 mm nominal dia threaded.Each898.4
18.100.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 42.70 mm outer dia x 32 mm nominal dia threaded.Each1140.1
18.100.8Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 42.70 mm outer dia x 40 mm nominal dia threaded.Each1293.9
18.100.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 48.60 mm outer dia x 40 mm nominal dia threaded.Each1452.6
18.100.10Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Male Threaded Elbow 90o:For 48.60 mm outer dia x 50 mm nominal dia threaded.Each1768.8
18.101.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Cap:For 15.88 mm outer dia pipeEach54.9
18.101.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Cap:For 22.22 mm outer dia pipeEach78.1
18.101.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Cap:For 28.58 mm outer dia pipeEach102.5
18.101.4Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Cap:For 34.00 mm outer dia pipeEach211.2
18.101.5Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Cap:For 42.70 mm outer dia pipeEach308.8
18.101.6Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Cap:For 48.60 mm outer dia pipeEach402.8
18.102.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Pipe Bridge:For 15.88 mm outer dia pipe.Each261.2
18.102.2Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Pipe Bridge:For 22.22 mm outer dia pipe.Each330.8
18.102.3Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge:Pipe Bridge:For 28.58 mm outer dia pipe.Each496.8
19.1.1Providing, laying and jointing glazed stoneware pipes
class SP-1 with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter
M181.2
19.1.2Providing, laying and jointing glazed stoneware pipes
class SP-1 with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter
M281.9
19.1.3Providing, laying and jointing glazed stoneware pipes
class SP-1 with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter
M424.6
19.1.5Providing, laying and jointing glazed stoneware pipes
class SP-1 with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 250 mm diameter
M660.3
19.1.6Providing, laying and jointing glazed stoneware pipes
class SP-1 with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 300 mm diameter
M730.6
19.2.1Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipeM352.7
19.2.2Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipeM441.3
19.2.3Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipeM502.8
19.2.4Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 250 mm diameter S.W. pipeM581.4
19.3.1Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :100 mm diameter S.W. pipeM167.6
19.3.2Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipeM271.6
19.3.3Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :200 mm diameter S.W. pipeM319.3
19.3.4Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :250 mm diameter S.W. pipeM371.7
19.3.5Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :300 mm diameter S.W. pipeM428.9
19.4.1.1Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :100x100 mm size P type:With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
M1415
19.4.1.2Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :100x100 mm size P type:With Sewer bricks conforming to IS : 4885M1442.5
19.4.2.1Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :150 x 100 mm size P type:With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
M1453.8
19.4.2.2Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :150 x 100 mm size P type:With sewer bricks conforming to IS : 4885M1481.3
19.4.3.1Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :180x150 mm size P type:With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
M1553.6
19.4.3.2Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :180x150 mm size P type:With Sewer bricks conforming to IS : 4885M1581.1
19.5.1Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :100 mm diameterM21
19.5.2Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :150 mm diameterM23.3
19.5.3Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :200 mm diameterM24.9
19.5.4Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :250 mm diameterM26.4
19.5.5Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :300 mm diameterM28
19.5.6Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :350 mm diameterM32.1
19.5.7Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :400 mm diameterM35.1
19.5.8Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :450 mm diameterM36.7
19.6.1Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :100 mm dia. R.C.C. pipeM305.5
19.6.2Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipeM329.4
19.6.3Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :250 mm dia. R.C.C. pipeM430.4
19.6.4Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipeM471.1
19.6.5Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :450 mm dia. R.C.C. pipeM646.4
19.6.6Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :500 mm dia. R.C.C. pipeM881.6
19.6.7Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :600 mm dia. R.C.C. pipeM1325.1
19.6.8Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :700 mm dia. R.C.C. pipeM1507.2
19.6.9Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :800 mm dia. R.C.C. pipeM1693.9
19.6.10Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :900 mm dia. R.C.C. pipeM1876.8
19.6.11Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :1000 mm dia. R.C.C. pipeM2320.6
19.6.12Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :1100 mm dia. R.C.C. pipeM2739.8
19.6.13Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :1200 mm dia. R.C.C. pipeM2897
19.7.1.1Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I.cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Each6958.9
19.7.1.2Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I.cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With Sewer bricks conforming to IS : 4885Each7031
19.7.2.1Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Each15986.5
19.7.2.2Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With Sewer bricks conforming to IS : 4885Each16183.6
19.7.3.1Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and
weight of frame 100 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Each20772.2
19.7.3.2Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and
weight of frame 100 kg) :With Sewer bricks conforming to IS : 4885
Each20941.8
19.8.1.1Extra for depth for manholes :Size 90 x 80 cm :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5M5217.8
19.8.1.2Extra for depth for manholes :Size 90x80 cm :With Sewer bricks conforming to IS : 4885M5427.6
19.8.2.1Extra for depth for manholes :Size 120 x 90 cm :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5M6242.6
19.8.2.2Extra for depth for manholes :Size 120 x 90 cm :With Sewer bricks conforming to IS : 4885M6492.7
19.9.1.1Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Each7136.8
19.9.1.2Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :With Sewer bricks conforming to IS : 4885Each7204.6
19.10.1Extra depth for circular type manhole 0.91m internal dia (at bottom) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5M4630.09
19.10.2Extra depth for circular type manhole 0.91m internal dia (at bottom) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.6M4630.09
19.11.1.1Bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep with SFRC Cover and frame (heavy
duty HD-20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of
cover and frame to be not less than 182 kg. fixed in
cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement
plaster at the external surface shall be paid for
separately) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Each13391.9
19.11.1.2Bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep with SFRC Cover and frame (heavy
duty HD-20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of
cover and frame to be not less than 182 kg. fixed in
cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal size)
including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement
plaster at the external surface shall be paid for
separately) :With Sewer bricks conforming IS : 4885
Each14198.2
19.12.1Extra depth for circular type manhole 1.22 m internal dia (at bottom)beyond 1.68 m to 2.29 m :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5M5778.9
19.12.2Extra depth for circular type manhole 1.22 m internal dia (at bottom)beyond 1.68 m to 2.29 m :With Sewer bricks conforming IS : 4885M6008.2
19.13.1.1Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg.
fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for
separately) :With common burnt clay F.P.S. (non modular) bricks of class designation 100A
Each29182.5
19.13.1.2Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg.
fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for
separately) :With Sewer bricks conforming IS : 4885
Each29873.3
19.14.1Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :With common burnt clay F.P.S. (non modular) bricks of class designation 100AM13978.6
19.14.2Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :With Sewer bricks conforming IS : 4885M14571.6
19.15.1Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square barEach208
19.15.2Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20 mm diameter round barEach173.3
19.16Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be
isible even after fixing, including fixing in manholes with
30x20x15 cm cement concrete block 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 20 mm nominal
size) complete as per design.
Each208
19.17.1Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) :With 20x20 mm square barEach238.7
19.17.2Replacement of M.S. foot rests in manholes including
dismantling concrete blocks and fixing with 20x20x10 cm
cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) :With 20 mm diameter round bar
Each204
19.18.1Supplying and fixing C.I. cover without frame for manholes:455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
:
Each1264.5
19.18.2Supplying and fixing C.I. cover without frame for manholes:500 mm diameter C.I. cover (medium duty) the
weight of the cover to be not less than 58 kg
:
Each2864.4
19.18.3Supplying and fixing C.I. cover without frame for manholes:560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg
:
Each6165.8
19.19.1.1Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality:LD 2.5:Rectangular shape 600x450 mm internal dimensionsEach1111.4
19.19.1.2Providing and fixing in position pre-cast R.C.C. manhole
cover and frame of required shape and approved quality:LD 2.5: Square shape 450 mm internal dimensions
Each950.8
19.19.1.3Providing and fixing in position pre-cast R.C.C. manhole
cover and frame of required shape and approved quality:LD 2.5: Circular shape 450 mm internal diameter
Each889.8
19.19.2.1Providing and fixing in position pre-cast R.C.C. manhole
cover and frame of required shape and approved quality:M D - 10 : Square shape 450 mm internal diameter
Each1056.8
19.19.2.2Providing and fixing in position pre-cast R.C.C. manhole
cover and frame of required shape and approved quality:M D - 10 : Circular shape 500 mm internal diameter
Each969.5
19.19.3.1Providing and fixing in position pre-cast R.C.C. manhole
cover and frame of required shape and approved quality:H D - 20 : Circular shape 560 mm internal diameter
Each1528.1
19.19.4.1Providing and fixing in position pre-cast R.C.C. manhole
cover and frame of required shape and approved quality:EH D -35 : Circular shape 560 mm internal diameter
Each1680.7
19.2Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kgEach287.5
19.21.1Making connection of drain or sewer line with existing
manhole including breaking into and making good the
walls, floors with cement concrete 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal
size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand),finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 100 to 250 mm diameter
Each254.6
19.21.2Making connection of drain or sewer line with existing
manhole including breaking into and making good the
walls, floors with cement concrete 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal
size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand),finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 250 to 300 mm diameter
Each305.03
19.21.3Making connection of drain or sewer line with existing
manhole including breaking into and making good the
walls, floors with cement concrete 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal
size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand),finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 350 to 450 mm diameter
Each445.3
19.22.1Providing sand cast iron drop connection externally for 60
cm drop from branch sewer line to main sewer manhole
including inspection and cleaning eye with chain and lid,
sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications :100 mm dia sand cast iron drop connection
Each4760
19.22.2Providing sand cast iron drop connection externally for 60
cm drop from branch sewer line to main sewer manhole
including inspection and cleaning eye with chain and lid,
sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications :150 mm dia sand cast iron drop connection
Each6365.7
19.23.1Extra for depths beyond 60 cm of sand cast iron drop
connection complete :For 100 mm dia sand cast iron drop connection
M1579
19.23.2Extra for depths beyond 60 cm of sand cast iron drop
connection complete :For 150 mm dia sand cast iron drop connection
M2131.1
19.24.1Dismantling of manhole including R.C.C. top slab, C.I.
cover with frame, including stacking of useful materials
near the site and disposal of unserviceable materials into municipal dumps within 50 m lead :Rectangular manhole 90x80 cm and 45 cm deep
Each684.3
19.24.2Dismantling of manhole including R.C.C. top slab, C.I.
cover with frame, including stacking of useful materials
near the site and disposal of unserviceable materials into municipal dumps within 50 m lead :Rectangular manhole 120x90 cm and 90 cm deep
Each1212
19.24.3Dismantling of manhole including R.C.C. top slab, C.I.
cover with frame, including stacking of useful materials
near the site and disposal of unserviceable materials into municipal dumps within 50 m lead :Rectangular arch type manhole 140x90 cm and 2.45 m deep
Each2035.6
19.24.4Dismantling of manhole including R.C.C. top slab, C.I.
cover with frame, including stacking of useful materials
near the site and disposal of unserviceable materials into municipal dumps within 50 m lead :Circular manhole 122 cm diameter and 1.68 m deep
Each1559.8
19.25.1Extra for depth of manholes dismantled :Rectangular manhole 90x80 cm and beyond 45 cm depthM490.1
19.25.2Extra for depth of manholes dismantled :Rectangular manhole 120x90 cm and beyond 90 cm depthM583.5
19.25.3Extra for depth of manholes dismantled :Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to 4.25 m depth)M470.9
19.25.4Extra for depth of manholes dismantled :Circular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m depth)M531.6
19.26.1Raising manhole cover and frame slab to required level
including dismantling existing slab and making good the
damage as required (Raising depth of manhole to be paid separately) :Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5
Each1110.4
19.26.2Raising manhole cover and frame slab to required level
including dismantling existing slab and making good the
damage as required (Raising depth of manhole to be paid separately) :Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10
Each1738
19.26.3Raising manhole cover and frame slab to required level
including dismantling existing slab and making good the
damage as required (Raising depth of manhole to be paid separately) :Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20
Each1620.7
19.26.4Raising manhole cover and frame slab to required level
including dismantling existing slab and making good the
damage as required (Raising depth of manhole to be paid separately) :Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35
Each166.6
19.27.1Constructing brick masonry road gully chamber 50 x 45 x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
Each3384.8
19.28.1Constructing brick masonry road gully chamber 45 x 45 x 77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Each3831.5
19.29.1Constructing brick masonry road gully chamber 110 x 50 x 77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Each6406.6
19.30.1.1Constructing brick masonry chamber for underground C.I.Inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg),R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Each4147.3
19.30.2.1Constructing brick masonry chamber for underground C.I.Inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Each4685.9
19.30.3.1Constructing brick masonry chamber for underground C.I.Inspection chamber and bends with bricks in cement
mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38
kg (weight of cover 23 kg and weight of frame 15 kg),
R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
Each5352.7
19.31.1.1Extra for depth beyond 45 cm of brick masonry chamber :For 455x610 mm size:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5M3645.8
19.31.2.1Extra for depth beyond 45 cm of brick masonry chamber :For 500x700 mm size: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5M3972.1
19.31.3.1Extra for depth beyond 45 cm of brick masonry chamber :For 600x850 mm size:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5M4618.6
19.32.1Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per
standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Each28775.5
19.33Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and
1.20 m long complete as per standard design.
Each3248.3
19.34.1Providing and fixing S.W. intercepting trap in manholes
with stiff mixture of cement mortar 1:1 (1 cement : 1 fine
sand) including testing of joints etc. complete : 100 mm dia
Each281.3
19.34.2Providing and fixing S.W. intercepting trap in manholes
with stiff mixture of cement mortar 1:1 (1 cement : 1 fine
sand) including testing of joints etc. complete : 150 mm dia
Each380.3
19.35.1Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.
complete :450 mm dia RCC pipes.
M1925.4
19.35.2Providing and laying Non Pressure NP-3 class (Medium
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :600 mm dia RCC pipes.
M2528.7
19.35.3Providing and laying Non Pressure NP-3 class (Medium
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :900 mm dia RCC pipes.
M3988.3
19.35.4Providing and laying Non Pressure NP-3 class (Medium
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :1000 mm dia RCC pipes. (Laying by
mannual/machenical means)
M4923.3
19.35.5Providing and laying Non Pressure NP-3 class (Medium
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :1200 mm dia RCC pipes. (Laying by
mannual/machenical means)
M6454.2
19.35.6Providing and laying Non Pressure NP-3 class (Medium
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :1800 mm dia RCC pipes. (Laying by
mannual/machenical means)
M11957.1
19.36.1Providing and laying Non Pressure NP-4 class (Heavy
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :450 mm dia RCC pipes.
2214.7
19.36.2Providing and laying Non Pressure NP-4 class (Heavy
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :600 mm dia RCC pipes.
M2913.2
19.36.3Providing and laying Non Pressure NP-4 class (Heavy
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :900 mm dia RCC pipes.
M5752.2
19.36.4Providing and laying Non Pressure NP-4 class (Heavy
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :1000 mm dia RCC pipes.(Laying machenical
means)
M6974.1
19.36.5Providing and laying Non Pressure NP-4 class (Heavy
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :1200 mm dia RCC pipes.(Laying machenical
means)
M8248.7
19.36.6Providing and laying Non Pressure NP-4 class (Heavy
duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
complete :1800 mm dia RCC pipes.(Laying machenical
means)
M17077.3
20.1.1Providing, driving and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to
carry safe working load not less than specified,
excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 400 mm dia piles
:
M1725.1
20.1.2Providing, driving and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to
carry safe working load not less than specified,
excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 450 mm dia piles
:
M2106
20.1.3Providing, driving and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to
carry safe working load not less than specified,
excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 500 mm dia piles
:
M2531.6
20.1.4Providing, driving and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to
carry safe working load not less than specified,
excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 550 mm dia piles
:
M2706
20.1.5Providing, driving and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to
carry safe working load not less than specified,
excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 750 mm dia piles
:
M4503.2
20.1.6Providing, driving and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to
carry safe working load not less than specified,
excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 1000 mm dia piles
:
M7323.1
20.1.7Providing, driving and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to
carry safe working load not less than specified,
excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 1200 mm dia piles
M9260.1
20.1.8Providing, driving and installing driven cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to
carry safe working load not less than specified,
excluding the cost of steel reinforcement but
including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 1500 mm dia piles
M12758.5
20.2.1Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 300 mm dia piles.M884.7
20.2.2Boring, providing and installing bored cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 400 mm dia piles.
M1129.4
20.2.3Boring, providing and installing bored cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 450 mm dia piles.
M1388.1
20.2.4Boring, providing and installing bored cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 500 mm dia piles.
M1642.7
20.2.5Boring, providing and installing bored cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 600 mm dia piles.
M2186
20.2.6Boring, providing and installing bored cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 750 mm dia piles.
M3263.5
20.2.7Boring, providing and installing bored cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 1000 mm dia piles.
M7349.8
20.2.8Boring, providing and installing bored cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 1200 mm dia piles.
M9411.6
20.2.9Boring, providing and installing bored cast-in-situ
reinforced cement concrete piles of grade M-25 of
specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 1500 mm dia piles.
M13254.5
20.3.1Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles.M1978.9
20.3.1
Analysed
Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-20 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles.M1975.61
20.3.2Boring, Providing and installing cast in situ single
under reamed piles of specified diameter and length
below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles.
M2309
20.3.3Boring, Providing and installing cast in situ single
under reamed piles of specified diameter and length
below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 450 mm dia piles.
M2505
20.3.4Boring, Providing and installing cast in situ single
under reamed piles of specified diameter and length
below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 550 mm dia piles.
M2739.8
20.3A.1Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr, Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )M107.1
20.3A.263 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l)Each114.3
20.4.1Extra over item No. 23.3 for providing additional bulb
in under reamed piles, under specified dia meter
(Only the quantity of extra bulbs are to be paid).: 300 mm dia piles.
Each1284.5
20.4.2Extra over item No. 23.3 for providing additional bulb
in under reamed piles, under specified dia meter
(Only the quantity of extra bulbs are to be paid).: 400 mm dia piles.
Each1434.5
20.4.3Extra over item No. 23.3 for providing additional bulb
in under reamed piles, under specified dia meter
(Only the quantity of extra bulbs are to be paid).: 450 mm dia piles.
Each1525.2
20.4.4Extra over item No. 23.3 for providing additional bulb
in under reamed piles, under specified dia meter
(Only the quantity of extra bulbs are to be paid).: 550 mm dia piles.
Each1679.1
20.5.1Providing, driving and installing driven Pre-cast
reinforced cement concrete piles of specified
diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 (1 cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap).: 400 mm dia piles.
M2150.1
20.5.2Providing, driving and installing driven Pre-cast
reinforced cement concrete piles of specified
diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 (1 cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap).: 450 mm dia piles.
M2500.8
20.5.3Providing, driving and installing driven Pre-cast
reinforced cement concrete piles of specified
diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 (1 cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap).: 500 mm dia piles.
M2661.1
20.5.4Providing, driving and installing driven Pre-cast
reinforced cement concrete piles of specified
diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 (1 cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap).: 550 mm dia piles.
M2959
20.5.5Providing, driving and installing driven Pre-cast
reinforced cement concrete piles of specified
diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 (1 cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap).: 750 mm dia piles.
M5172.6
20.5.6Providing, driving and installing driven Pre-cast
reinforced cement concrete piles of specified
diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 (1 cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap).: 1000 mm dia piles.
M6913.2
20.6.1.1Vertical load testing of piles in accordance with IS
2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge: Single pile upto 50 tonne capacity: Initial test.
Per
test
40527.3
20.6.1.2Vertical load testing of piles in accordance with IS
2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge: Single pile upto 50 tonne capacity: Rutine test.
Per
test
18310.5
20.6.2.1Vertical load testing of piles in accordance with IS
2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge: Single pile above 50 tonne and upto 100 tonne capacity: Initial test.
Per
test
49194.3
20.6.2.2Vertical load testing of piles in accordance with IS
2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge: Single pile above 50 tonne and upto 100 tonne capacity: Rutine test.
Per
test
28076.1
20.6.3.1Vertical load testing of piles in accordance with IS
2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge: Group of two or more piles upto 50 tonne capacity: Initial test.
Per
test
59204
20.6.3.2Vertical load testing of piles in accordance with IS
2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge: Group of two or more piles upto 50 tonne capacity: Rutine test.
Per
test
36010.7
20.7.1.1Cyclic vertical load testing of pile in accordance with
IS Code of practice IS: 2911 (part IV) including
preparation of pile head etc for: Single pile : Upto 50 tonne cpacity pile.
Per
test
18310.5
20.7.1.2Cyclic vertical load testing of pile in accordance with
IS Code of practice IS: 2911 (part IV) including
preparation of pile head etc for: Single pile : Above 50 tonne and upto 100 tonne cpacity pile.
Per
test
28076.1
20.7.2.1Cyclic vertical load testing of pile in accordance with
IS Code of practice IS: 2911 (part IV) including
preparation of pile head etc for: Single pile : Upto 50 tonne cpacity pile.
Per
test
36010.7
20.8.1Lateral load testing of single pile in accordance with
IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : Upto 50 tonne cpacity pile.
Per
test
18310.5
20.8.2Lateral load testing of single pile in accordance with
IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : Above 50 tonne and upto 100 tonne capacity pile.
Per
test
28808.6
20.9Integrity testing of Pile using Low Strain/ Sonic
Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-incharge.
Per
test
749.8
21.1.1.1Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required PDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle,Aluminium snap beading for glazing / aneling,C.P. brass /stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion:Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,Minimum anodic coating of grade AC 15).Kg347.9
21.1.1.2Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required PDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle,Aluminium snap beading for glazing / aneling,C.P. brass /stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion:Powder coated aluminium (minimum thickness of powder coating 50 micron).Kg378.7
21.1.1.3Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required PDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle,Aluminium snap beading for glazing / aneling,C.P. brass /stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion:Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron).Kg386.4
21.1.2.1Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required PDM rubber/ neoprene gasket etc. Aluminium sections sha