Bihar Construction Department

Schedule of Rates 2014

 Effective from 15-9-2014

 

BCD SOR 2014

SRIN	DESCRIPTION	UNIT	Rate in Figure
2.1.1	Earth 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 soil	100 Sqm	2919.7
2.2.1	Earth 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 soil	Cu.M	222
2.3.1	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	Cum	142.1
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.	Cum	139.2
2.4	Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.	Cum	2.9
2.5	Deduct for not watering the excavated earth for banking.	Cum	9.6
2.6.1	Earthwork 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 soil	Cum	200.7
2.7.1	Earth 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 :Ordinary rock	Cum	301.9
2.7.2	Earth 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 )	Cum	407.8
2.7.3	Earth 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)	Cum	643.1
2.8.1	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	Cu.M	205.2
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.M	271.6
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 soil	Cu.M	231.3
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 soil	Cu.M	257.4
2.9.1	Excavation 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 rock	Cu.M	333.7
2.9.2	Excavation 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.M	453.7
2.9.3	Excavation 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.M	664.3
2.10.1.1	Excavating 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.	M	128.3
2.10.1.2	Excavating 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.	M	209.6
2.10.1.3	Excavating 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.	M	327.2
2.11	Extra 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.)	M	131.6
2.12	Extra 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.)	M	337.1
2.13.1.1	Excavating 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	M	189.3
2.13.1.2	Excavating 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	M	468.8
2.13.1.3	Excavating 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	M	539.6
2.13.2.1	Excavating 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.	M	248.3
2.13.2.2	Excavating 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.	M	614.7
2.13.2.3	Excavating 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.	M	707.5
2.13.3.1	Excavating 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.	M	345.6
2.13.3.2	Excavating 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.	M	855.7
2.13.3.3	Excavating 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.	M	985
2.14	Extra 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.)	M	102.4
2.15	Extra 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.)	M	253.4
2.16.1	Close 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.	Sqm	111.4
2.16.2	Close 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.	Sqm	114.3
2.16.3	Close 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 m	Sqm	121.6
2.17.1	Close 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.	Sqm	113.7
2.17.2	Close 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 m	Sqm	121.3
2.17.3	Close 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 m	Sqm	129.1
2.18.1	Close 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.	Sqm	98.6
2.18.2	Close 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 m	Sqm	102.6
2.18.3	Close 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.	Sqm	107.1
2.19	Extra 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)	Sqm	1496.9
2.20.1	Open timbering in trenches including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m.	Sqm	57.5
2.20.2	Open 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 m	Sqm	59.7
2.20.3	Open 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.	Sqm	63.3
2.21.1	Open 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 m	Sqm	48.5
2.21.2	Open 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 m	Sqm	51.9
2.21.3	Open 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 m	Sqm	58.4
2.22.1	Open 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	Sqm	33.2
2.22.2	Open 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	Sqm	35.7
2.22.3	Open 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	Sqm	39.7
2.23	Extra 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).	Sqm	771.1
2.25	Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.	KI	61.7
2.26	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.M	66.4
2.27.1	Extra for ecery additional lift of 1.5m or part thereof in: All kinds of soil	Cu.M	26.1
2.28	Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.	Cu.M	192.5
2.29.1	Surface 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.M	718.8
2.31.1	Excavating 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 soil	Per Hole	62.6
2.32	Clearing 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.M	369.7
2.35.1	Supplying chemical emulsion in sealed containers including delivery as specified.: Chlorpyriphos/ Lindone emulsifiable concentrate of 20%	Litre	201.6
2.37.1.1	Diluting 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% concentration	M	32.7
2.37.2.1	Diluting 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.	M	39
2.37.3.1	Treatment 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.M	183
2.37.4.1	Treatment 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% concentration	Sq.M	45.9
2.37.5	Treatment 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.	M	228.3
2.38	Deduct for disposed soil not levelled and neatly dressed.	Cu.M	20.1
2.39	Supply 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.M	9.8
2.4	Filling 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.M	66.4
4.1.1	Providing 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.M	4964.4
4.1.2	Providing 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.M	3741.3
4.1.3	Providing 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.M	3323.1
4.1.4	Providing 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.M	3219.7
4.1.5	Providing 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.M	2775.7
4.1.6	Providing 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.M	2640.9
4.1.8	Providing 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.M	2346.9
4.1.10	Providing 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.M	2111.7
4.2.1	Providing 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.M	5662.5
4.2.2	Providing 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.M	4434.1
4.2.3	Providing 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.M	3991.9
4.2.4	Providing 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.M	3888.5
4.2.5	Providing 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.M	3444.5
4.2.6	Providing 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.M	3309.6
4.3.1	Centring and shuttering including strutting, propping etc.and removal or form work for Foundations,footings, bases Columns	Sq.m	166.3
4.3.2	Centring 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.m	424
4.3.3	Centring and shuttering including strutting, propping etc.and removal or form work for Columns, piers.abutments, pillars,posts and struts	Sq.m	344.4
4.4.1	Providing and faying 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.M	3223.1
4.4.2	Providing 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.M	2775.7
4.5.1	Providing 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.M	4940.7
4.5.2	Providing 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.M	4455
4.5.3	Providing 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.M	3819.2
4.6.1	Providing 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.M	2999.8
4.7.1	Providing 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.M	5045.2
4.8.1	Providing 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.M	4629.5
4.11	Providing 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.M	218.1
4.12	Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers.	Per 50 kg. cement	48.07
4.13	Applying 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.M	107
4.14	Extra for concrete work in superstructure above floor V level for each four floors of part thereof.	Cu.M	341.4
4.15	Extra 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 depth	263.2
4.16	Extra for laying conrete in or under foul positions.	Cu.m	99.2
4.17	Making 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.m	319.3
4.19	Extra 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.m	50
5.1.1	Providing 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.M	5110.7
5.1.2	Providing 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.M	3881.2
5.1.3	Providing 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.M	3438.9
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.M	5666.2
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.M	5684
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.M	4436.6
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.M	4455.8
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.M	3994.4
5.3	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)	Cu.M	4052
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.m	4422.4
5.4	Providing 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.M	3852.2
5.5	Reinforced 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.M	4212.7
5.6	Reinforced 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.M	4053.5
5.7	Reinforced 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.M	3341.3
5.8	Reinforced 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.M	4206.1
5.9.1	Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.	Sq.m	166.7
5.9.2	Centring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.	Sq.m	248.1
5.9.3	Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balcnies and access platform.	Sq.m	275.6
5.9.4	Centring and shuttering including strutting, propping etc. and removal of form for: Shelves (Cost in situ)	Sq.m	275.5
5.9.5	Centring and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth bams, griders, bressumers and contilevers.	Sq.m	251.3
5.9.6	Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts	Sq.m	344.4
5.9.7	Centring and shuttering including strutting, propping etc. and removal of form for: Stairs,(excluding landings) except spiral-staircaces.	Sq.m	321.5
5.9.8	Centring and shuttering including strutting, propping etc. and removal of form for: Spiral staircases (including landing)	Sq.m	271.7
5.9.9	Centring and shuttering including strutting, propping etc. and removal of form for: Arches,domes,vaults upto 6m span	Sq.m	793.4
5.9.10	Centring and shuttering including strutting, propping etc. and removal of form for: Extra for arches,domes, vaults exceeding 6 m span	Sq.m	219.6
5.9.11	Centring and shuttering including strutting, propping etc. and removal of form for: Chimneys and shafts	Sq.m	424
5.9.12	Centring and shuttering including strutting, propping etc. and removal of form for: Well steining	Sq.m	250.4
5.9.13	Centring 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.m	427.2
5.9.14	Centring 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.m	20.2
5.9.15	Centring 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.m	181.3
5.9.16.1	Centring and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walis-Under 20 cms wide	Sq.m	80.9
5.9.16.2	Centring and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walis-Above 20cm wide	Sq.m	385.9
5.9.17	Centring and shuttering including strutting, propping etc. and removal of form for: Cornices and mouldings	Sq.m	441.6
5.9.18	Centring 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 like	Sq.m	369.4
5.9.19	Centring and shuttering including strutting, propping etc. and removal of form for: Weather shade,Chajjas, corbels etc. including edges	Sq.m	385.8
5.9.20	Centring 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.m	379.4
5.9.21	Centring 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.m	358
5.10.1	Providing 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 length	Sets	152.1
5.10.2	Providing 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 length	Sets	164.7
5.10.3	Providing 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 length	Sets	156
5.10.4	Providing 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 length	Sets	173.6
5.11.1	Extra 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.qm	105.5
5.12	Providing, 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.m	4556.2
5.13	Providing, 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.m	6000.3
5.14	Providing, 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.m	6665.6
5.15	Providing, 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.m	5612.7
5.16	Providing, 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.m	8817.8
5.17	Providing, 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.m	4670.4
5.18.1	Providing,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 thick	Sq.m	548.8
5.18.2	Providing,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 thick	Sq.m	480.3
5.18.3	Providing,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 thick	Sq.m	442.5
5.19	Encasing 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.M	5951.1
5.21	Extra 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 hangers	Cu.M	402
5.22.1	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.00 mm dia	KG	70.4
5.22.1A	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 5.5 mm dia	KG	70.6
5.22.1B	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.00 mm dia	KG	70.4
5.22.1C	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.5 mm dia	KG	70.2
5.22.1D	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 7.00 mm dia	KG	70
5.22.1E	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 8.00 mm dia	KG	69.8
5.22.1F	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 10.00 mm dia	KG	70.6
5.22.1G	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 12.00/12.7 mm dia	KG	70.6
5.22.7	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 20mm dia.	KG	72.2
5.22.7A	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 8mm dia.	KG	74.4
5.22.7B	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 10mm dia.	KG	73.1
5.22.7C	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 12mm dia.	KG	71.8
5.22.7D	Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 16mm dia.	KG	72.8
5.22.7E	Reinforcement 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.	KG	72.2
5.22.7F	Reinforcement 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.	KG	72.2
5.22.7G	Reinforcement 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.	KG	72.2
5.22.7H	Reinforcement 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.	KG	72.2
5.23	Extra for RCC work in superstructure above floor V level for each four floors or part thereof.	Cu.m	341.4
5.24	Extra 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.m	57.8
5.25	Providing and fixing in position copper plate as per design for expansion joints.	KG	347.5
5.26	Providng and filling in position, blown bitumen in expansion joints.	100 m (Length)x1 cm (wide)x 1 cm (depth)	557.3
5.27	Providng and filling in position, blown bitumen in expansion joints.	101 m (Length)x1 cm (wide)x 1 cm (depth)	174.25
5.28	Providing 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)	457.3
5.29.1.1	Providng 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 wide	M	100.2
5.29.1.2	Providng 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 wide	M	134.4
5.29.2.1	Providng 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 wide	M	327.9
5.29.2.2	Providng 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 wide	M	459.7
5.3	Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.	M	18.8
5.31	Extra 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.m	263.2
5.32	Extra for laying reinforced cement concrete in or under foul positions.	Cu.m	99.2
5.33A.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	Cu.m	3910.8
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.m	4069.6
5.33A.2.1	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 : Walls columns, pillars, posts cind struts	Cu.m	4201.3
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.m	4360.1
5.33A.2.2	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.	Cu.m	4403.1
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.m	4032.7
5.33A.2.2 + 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 : 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.m	4561.9
5.33A.3	Extra for R.C.C work above floor V level for each four floors or part thereof.	Cu.m	341.4
5.33B.1	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.m	158.8
5.33B.2	Add 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.m	217.6
5.33B.3	Add 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.m	264.59
5.33B.4	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.m	370.4
5.33.1	Providing 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.m	4066.6
5.33.2	Providing 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.m	4494.5
5.34.1	Add 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.m	63.6
5.34.2	Add 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.m	127.3
5.34.3	Add 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.m	187.6
5.35	Add for using extra cement in the items of design mix over and above the specified cement content therein.	Quintal	588
5.37.1	Providing 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 level	Cu.m	4455.2
5.37.2	Providing 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.m	5194.8
5.38	Extra for R.C.C/ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.	Cu.m	176
5.41.1	Supplying 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.m	82.4
5.41.2	Supplying 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.m	97.5
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.	Each	130.4
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.	Each	177.2
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.	Each	245.5
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.	Each	338.7
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.	Each	393.5
5.43.1/ 5.52.1	Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm: 200 mm wide.	M	596.1
5.43.2/ 5.52.2	Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm: 300 mm wide.	M	873.1
5.44.1	Providing 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	M	6813
5.44.2	Providing 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	M	7489.9
5.44.3	Providing 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	M	8040.8
5.45.1	Providing 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.	M	5427.7
5.45.2	Providing 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.	M	5852.7
5.45.3	Providing 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.	M	6277.8
5.46.1	Providing 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.	M	6425
	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.
5.46.2	Providing 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.	M	7238
	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.
5.46.3	Providing 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.	M	7537.1
	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.
5.47.1	Providing 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.	M	407.7
5.47.2	Providing 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.	M	379.9
5.47.3	Providing 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.	M	365.6
5.48.1	Providing 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.M	5493.4
5.48.2	Providing 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.M	6496.7
5.48.3	Providing 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.M	638.4
5.49.1	Constructing 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.M	13292.8
	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.
6.1.12A	Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand)	Cu.M	4184
6.1.12A + 6.3A	Brick 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 V	Cu.M	4618.6
6.1.14A	Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)	Cu.M	3992.9
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 V	Cu.M	4427.5
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.M	4768.9
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.M	4334.3
6.3A	Extra for brick work in super structure above plinth level upto floor V	Cu.M	434.6
6.3C	Extra for brick work in super structure above plinth level upto floor V	Cu.M	434.6
6.4A	Extra for brick work in super structure above floor V level for each four floors or part thereof.	Cu.M	341.4
6.11A	Extra 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.M	70.5
6.12A	Providing 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	M	146
6.13A	Brick work 7cm thick with brick of class designation 100A cement mortar 1:3 (1cement : 3 coarse sand )in super structure	Sq.M	376.8
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.M	424.3
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.M	452.7
6.15A	Brick 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.m	6462.1
6.16.A	Brick 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 with	Cu.m	7539.8
6.17A	Extra for additionaLcost of centring for arches exceeding 6 mspan including all shuttering , Bolting , wedging and removaL(Area of the soffit to be measured ).	Cu.m	223.6
6.18.3 A	Half brick masonary with bricks of class designation 100A in foundation and plinth in : cement mortar 1:3 (1 cement : 3 coarse sand)	Sq.M	512.2
6.18.4 A	Half brick masonary with bricks of class designation 100A in foundation and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)	Sq.M	490.8
6.18A	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.M	47.5
6.18A+ 6.19A	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. 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.M	95
6.18.3A + 6.19A	Half 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.M	559.7
6.18.3A + 6.21A	Half 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.M	588.1
6.18.3A + 6.19A+ 6.21A	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.M	635.6
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.M	901.1
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.M	598.7
6.18.4A	Half brick masonary with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)	Sq.M	490.8
6.18.4A + 6.19A	Half 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	Sq.M	538.3
6.18.4A + 6.19A+ 6.21A	Half 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.M	614.2
6.20A	Extra for half brick masonry in superstructure. Above floor V level for every four floors or part there of	Sq.M	39
6.21A	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.M	75.9
6.23.7A	Tile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :Cement mortar 1:4 (1 cement :4 coarse sand)	Cu.M	7425.5
6.23.8A	Tile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :Cement mortar 1:6 (1 cement :6 coarse sand)	Cu.M	7119.8
6.24A	Extra for tile bricks masonry with tile bricks of class designation 10OA in superstructure fromplinth leveLupto floor five level.	Cu.M	455.3
6.25A	Extra 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.M	341.4
6.29A	Tile brick masonry with bricks of class desigation 100 in plain arch work superstructure in cement mortar 1:4 (1 cement: 4 co	Cu.M	9497.3
6.30A	Tte 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.M	10473.7
6.31A	The 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.M	424.5
6.32.A	Honey- 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.M	318.6
6.39A	Extra for brick work in under water mud or liquid mud including cost of pumping or bailing out water - slush etc	Cu.M	263.2
6.41A	Extra for brick work in under water mud or liquid mud including cost of pumping or bailing out water - slush etc	Cu.M	4038.2
6.45A	Extra for exprosed brick work in superstructure above plinth level and upto floor level. 0.75 x 1.5 = 1.13	Cu.M	559.1
6.47A	Providing 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 M	873.5
6.48A	Providing 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. but excluding carriage cost of bricks, sand and jhama metal.	M	463
6.1.12B	Brick work with bricks of class designation 100B in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)	Cu.M	3933
6.1.14B	Brick work with bricks of class designation 100B in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)	Cu.M	3741.9
6.3B	Extra tor Brick work in superstructure above plinth level upto floor V cum	Cu.M	434.6
6.4B	Extra for brick work in superstructure above floor V level for each four floors or part thereof.	Cu.M	341.4
6.11B	Extra 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.m	70.5
6.12B	Providing 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 1	M	146
6.13B	Brick work 7cm thick with brick of class designation 100B cement mortar 1:3 (1 cement: 3 coarse sand) in super structure	Sq.m	357.7
6.15B	Brick 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.m	6211
6.16B	Brick 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 with	Cu.m	7266.3
6.17B	Extra for additionaLcost of centring for arches exceeding 6 mspan including alLshuttering . Bolting , wedging and removai_(Area of the soffit to be measured ).	Sq.m	223.7
6.18.3B	Half brick masonry with bricks of class designation 100B in foundations and plinth in :Cement mortar 1:3 (1 cement: 3 coarse sand )	Sq.m	483.5
6.18.4B	Half brick masonry with bricks of class designation 100B in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse sand )	Sq.m	462.1
6.19.B	Extra for half Brick masonry in superstructure above pinth level upto floor V level.	Sq.m	47.5
6.20.B	Extra for half brick masonry in supersrructure. Above floor V level for every four floors or part there of	Sq.m	39
6.21.B	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)	Cu.m	75.9
6.23.7B	Tile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :Cement mortar 1:4 (1 cement :4 coarse sand)	Cu.m	7425.5
6.23.8B	Tile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :Cement mortar 1:6 (1 cement :6 coarse sand)	Cu.m	7426.5
6.24B	Extra for tile bricks masonry with tile bricks of class designation 100B in superstructure fromplinth feve! upto floor five level.	Cu.m	455.3
6.25.B	Extra 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.m	341.4
6.29B	Tile 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.m	9514.9
6.30B	Tie 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.m	10491.2
6.31B	Tile 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.m	420.3
6.32B	Honey- 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.m	318.6
6.39B	Extra for brick work in or under water mud or liquid mud including cost of pumping or bailing out water — slush etc	Cu.m	263.2
6.41B	Brick 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.m	3787.2
6.45B	Extra for exprosed brick work in superstructure above plinth level and upto floor level. 0.75 x 1.5 = 1.13	Cu.m	559.1
6.1.12C	Brick 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.M	4802.1
6.1.12C + 6.3C	Brick 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 V	Cu.M	5236.7
6.1.14C	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)	Cu.M	4611
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 cum	Cu.M	5045.6
6.3C	Extra tor Brick work in superstructure above plinth level upto floor V cum	Cu.M	434.6
6.4C	Extra for brick work in superstructure above floor V level for each four floors or part thereof.	Cu.M	341.4
6.1.12D	Brick work with bricks of class designation 100A in foundations and plinth in :Lime mortar (1:1:1) (1 limeputty: 1shukhi:1coarse sand )	Cu.M	4207.3
6.1.14D	Brick work with bricks of class designation 100A in foundations and plinth in :Lime mortar (1:1:2) (1 limeputty: 1shukhi:2coarse sand )	Cu.M	4078.9
A7.1	Dressing of sand stone for ashlar cyclopean-	10cudm	42.2
A7.2	Dressing of sand stone for moulded work	10cudm	87.5
A7.3	Dressing of sand stone for ashlar puncheol ordinary work	10cudm	35.77
A7.4	Dressing of sand stone m arch dome's or circular moulded work	10cudm	106
A7.5	Dressing of sand stone for ashlar moulded and currved colonic	10cudm	144.3
A7.6	Dressing of sand stone------	Sq.M	416.4
A7.7	Fixing charges for stone work including pointing	10cudm	36.1
A7.8	Fixing charges for stone in veneer work .	Sq.M	432.7
7.1.1	Random 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.M	2408.2
7.2	Extra 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.M	474
7.3	Extra for random rubble masonry with hard stone in superstructure above floor V levei for every four floors or part therof .	Cu.M	431.7
7.4.1	Extra for random rubble masonry with hard stone in :Square or rectangular pillars	Cu.M	213.2
7.4.2	Extra for random rubble masonry with hard stone in :Circular pillars	Cu.M	706.8
7.5	Extra for random rubble masonry with hard stone curved on plan for ad mean radius not exceeding 6 m .	Cu.M	279.4
7.6.1	Coursed rubble masonry (fist sort) with hard stone in foundation and plinth with: Cement mortar 1:6(1 cement: 6 coarse sand )	Cu.M	2812.3
7.7.1	Coursed rubble masonry (second sort) with hard stone in foundation & plinth with:Cement mortar 1:6 (1 cement: 6 coarse sand )	Cu.M	2621.1
7.8	Extra for coursed rubble masonry with hard stone (first or second sort) in superstructue above plinth level and upto floor five level .	Cu.M	504.8
7.9	Extra 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.M	431.7
7.10.1	Extra for coursed rubble masonry with hard stone (first or second sort) in :Square or rectangular pillars	Cu.M	236.7
7.10.2	Extra for coursed rubble masonry with hard stone (first or second sort) in :White sand stone	Cu.M	798.6
7.11	Extra for coursed rubble masnory with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m .	Cu.M	303.9
7.12.1	Stone 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 stone	Cu.M	20438.8
7.12.2	Stone 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 stone	Cu.M	20937.4
7.13.1	Stone 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 stone	Cu.M	21567.7
7.13.2	Stone 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 stone	Cu.M	22707.7
7.14.1	Stone 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 stone	Cu.M	30969.5
7.14.2	Stone 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 stone	Cu.M	31763.1
7.15.1	Stone 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 stone	Cu.M	19462
7.15.2	Stone 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 stone	Cu.M	21596.1
7.16	Extra for stone work , plain ashlar or ashiar punched above floor V for every four floors or part thereof.	Cu.M	431.2
7.17.1	Extra for plain ashiar or ashiar punched in :Square or rectangular pillars	Cu.M	735.6
7.19	Extra 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.M	223.6
7.20.1	Stone 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 stone	Cu.M	28318
7.20.2	Stone 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 stone	Cu.M	31721.5
7.21.1	Extra for stone work sunk or moulded or sunk and moulded or carved in :Triangular or Square or rectangular pillars	Cu.M	959.5
7.21.2	Extra for stone work sunk or moulded or sunk and moulded or carved in :Circular or polygonal pillars	Cu.M	2718.7
7.22	Extra for stone work sunk or moulded in cornices .	Meter per cm grith	13
7.23.1.1	Stone 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 thick	0.1 Sq.m	1779.9
7.23.1.2	Stone 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 thick	0.1 Sq.m	1670.9
7.23.1.3	Stone 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 thick	0.1 Sq.m	1540.9
7.23.1.4	Stone 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 thick	0.1 Sq.m	1452.9
7.23.2.1	Stone 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 thick	0.1 Sq.m	1838.5
7.23.2.2	Stone 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 thick	0.1 Sq.m	1721.1
7.23.2.3	Stone 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 thick	0.1 Sq.m	1604.1
7.23.2.4	Stone 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 thick	0.1 Sq.m	1486.1
7.24	Extra for stone work (veneer work ) curved on plan with a mean radius not exceeding 6 m .	Cu.M	739.2
7.25.1	Providing 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 long	Each cramp	109.5
7.26	Providing 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 .	Dowel	10.7
7.27	Providing 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	15.6
7.29.1	Providing 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.M	523.7
7.29.2	Providing 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.M	554.2
7.3	30 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.M	637.5
7.31	Providing 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.	Bracket	2053.8
7.32.1	Stone 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 stone	Cu.M	26038.6
7.32.2	Stone 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 stone	Cu.M	26537.2
7.38.1	Providing 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.M	5427.3
7.38.2	Providing 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: White sand stone	Sq.M	5454.9
7.41	Wall lining butch work with Dholpur stone 40mm thick rough taching on the exposed surface with stone strips of minimum length 230mm and required with including embedding every length layer and bottom most layer in masonary or concrete after making necessary chases of size 75 x 75mm and by providing layer or 75mm thick strips I/C 12mm 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 Engineer-in-Charge.	Sq.M	903.4
7.42.1.1	Stone work for wall lining etc. (Veneer work ) over 12 mm thick bed of cement mortar 1:3 {1 cement: 3 coarse sand } and jointed with grey cement slurry 3.30 kg/sqm including rubbing and polishing camplete. (To be secured to the backing by means of cramps of cramps which shall be paid for seperately) :Kota stone slabs rough chiselled :25 mm thick	Sq.M	1123.3
7.42.1.A	Stone work for wall lining etc. (Veneer work ) over 12 mm thick bed of cement mortar 1:3 {1 cement: 3 coarse sand } and jointed with grey cement slurry 3.30 kg/sqm including rubbing and polishing camplete. (To be secured to the backing by means of cramps of cramps which shall be paid for seperately) :Dressing of sand stone in veneer work	Sq.M	1543.8
7.42.1.B	Stone work for wall lining etc. (Veneer work ) over 12 mm thick bed of cement mortar 1:3 {1 cement: 3 coarse sand } and jointed with grey cement slurry 3.30 kg/sqm including rubbing and polishing camplete. (To be secured to the backing by means of cramps of cramps which shall be paid for seperately) :Dressing of sand stone in ashlar punched (ordinary work ).	0.4 Sq.M	1157.4
7.43.1.1	Stone tile work for wall lining with special adhessive like aralditye or equivalent over 12mm thickbed of cement mortar 1:3( 1cement:3 coarse sand)including pointingin white cement with an admixture of pigment to match the stone shade.Granite black stone.	Sq.M	1405.4
8.1.1.1.2	Marble 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 shite 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): Area of each slab over upto 0.50 Sqm	Sq.M	2330.7
8.2.1.3	Providing and fixing 20mm thick mirror polished, machine cut for kitchen platforms, vanity counters, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement :4 coarse sand) with joints treated with white cement, mixed with matchine pigment, epoxy touch ups, including rugging, curing, etc. complete at all levels: Rajnagar plain white mrble/ Udaipur green marble/ Zebra block marble Area of each slab over 0.2 sqm but upto 0.5 sqm Rajnagar plain white.	Sq.M	1798.4
8.2.6.3	Providing and fixing 20mm thick mirror polished, machine cut for kitchen platforms, vanity counters, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement :4 coarse sand) with joints treated with white cement, mixed with matchine pigment, epoxy touch ups, including rugging, curing, etc. complete at all levels. Granite black, Area of each slab over 0.2 sqm but upto 0.5 sqm Granite of any colour and shade.	Sq.M	3319.1
8.3.1	Extra for providing edge moulding to 18mm 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 work	M	147.7
8.3.2	Extra for providing edge moulding to 18mm 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 work	M	239.1
8.4	Extra 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.	M	135.2
8.5	Extra for providing opening of required size & hape 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.	opening	21.3
8.6	Mirror polishing on marble work/stone work where ever required to give high gloss finish complete.	Sq.M	184.5
8.8.1.1	Providing 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 6mm	Each	23.9
8.8.1.2	Providing 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 mm	Each	58.5
8.8.1.3	Providing 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 12mm	Each	42.3
9.1.1	Providing wood work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position: Second class teakwood	Cu.M	93384.5
9.1.2	Providing wood work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position: Salwood.	Cu.M	74774.3
9.1.3	Providing 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.M	50028.2
9.1.4	Providing wood work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position: Local wood.	Cu.M	48131.3
9.2A	Providing laminated veneer lumber conforming to IS:14616 & TAD 15:2001 (parts), manufactured in factories by approved manufacturers, in frames of doors, windows, clerestory windows and other frames, through framed and fixed in position as per directions of Engineer in charge	Cu.M	98668.2
9.3.1	Providing wood work in frames of false ceiling. partitions etc.sawn and put up in position:Sal wood	Cu.M	72549.3
9.3.2	Providing wood work in frames of false ceiling. partitions etc.sawn and put up in position:Kiln seasoned and chemically treated hollock wood.	Cu.M	47362
9.4.1	Extra for additional labour for circular works, such as in frames of fan light:Second Class teakwood.	Cu.M	9338.5
9.4.2	Extra for additional labour for circular works, such as in frames of fan light:Sal wood.	Cu.M	7477.4
9.4.3	Extra for additional labour for circular works, such as in frames of fan light:Klin seasoned and and chemically treated hollock wood.	Cu.M	5002.8
9.5.1.1	Providing 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.m	2539.7
9.5.1.2	Providing 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 thick	Sq.m	2243.8
9.5.2.1	Providing 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 thick	Sq.m	1509.3
9.5.2.2	Providing 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 thick	Sq.m	1355.4
9.5.3.1	Providing 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 thick	Sq.m	2341.9
9.5.3.2	Providing 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.m	2063
9.6.1	Providing 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.m	2546.3
9.6.2	Providing and fixing 35mm thick factory mode laminated veneer lumber door shutter conforming to IS:14616 & TADS 15-2001 (part ),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.m	2773
9.6.3	Providing 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	Sq.m	2672.3
9.7.1	Providing 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 wood	Sq.m	2022.5
9.7.2	Providing 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 shutters	Sq.m	1214.2
9.7.3.1	Providing 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	Sq.m	1846.7
9.7.3.2	Providing 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	Sq.m	1556.7
9.7.4.1	Providing 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	Sq.m	1678.8
9.7.5.1	Particle Board 12 mm thick : Plain particle board flat pressed, 3 layer or graded wood particle board medium	Sq.m	770.6
9.7.5.2	Particle Board 12 mm thick : Veneered flat pressed three layer or graded wood particle board with commercial	Sq.m	1037.7
9.7.5.3	Particle Board 12 mm thick : Pre-laminated particle board with decorative lamination on one side and balancing lamination	Sq.m	1404.1
9.7.5.4	Particle Board 12 mm thick : Pre-laminated particle board with decorative lamination on both sides, Grade I.	Sq.m	1465.1
9.7.6.1	Particle Board 12 mm thick : Coir Veneer Board (conforming to IS 14842 ) : 12 mm thick	Sq.m	1266.7
9.7.7.1	Particle Board 12 mm thick : Float glass panes: 4 mm thick glass pane.	Sq.m	922.7
9.7.7.2	Particle Board 12 mm thick : Float glass panes: 5.5 mm thick glass pane.	Sq.m	1182.2
9.7.8	Particle 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	Sq.m	1513.1
9.9.1.1	Providing 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 thick	Sq.m	3111.6
9.9.1.2	Providing 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 thick	Sq.m	2773.4
9.9.2.1	Providing 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 thick	Sq.m	1944.8
9.9.2.2	Providing 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 thick	Sq.m	1768.8
9.10.1	Providing 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.m	2294.5
9.11.1	Extra for providing heavy sheet glass panes instead of ordinary glass in glazed doors, windows and clerestory window shutters.(Area of opening for glass panes excluding portion inside ewbate shall be measured ): 13.75 Kilograms per square meter per square metre (5.5 mm thick )instead of 10kg/sqm(4.0mm thick)	Sq.m	214.1
9.12	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.m	6.3
9.13	Deduct 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.m	37.8
9.14	Extra 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.m	108.8
9.15.1.1	Deduct 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.m	148.8
9.15.2.1	Deduct 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.m	51
9.9A.2	Deduct if fixed shutters (without hinge )are provided instead of openable shutters for doors, windows or clerestory windows with:Black enameled M.S.butt hinges with necessary screws	Sq.m	51
9.10.B.1.3	Providing and fixing 25mm thick shutters for cup board etc: Second class teak wood including anodized aluminum butt hinges with necessary screw	Sq.m	2454.3
9.17.2	Providing 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.m	506.5
9.17.3	Providing 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.m	634.1
9.18.2	Providing 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.m	1224.5
9.18.3	Providing 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.m	1333.5
9.20.1	Providing 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.m	2519.1
9.20.2	Providing 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.m	2330.2
9.21.1	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 : 35 mm thick including anodized aluminum butt hinges with necessary screws.	Sq.M	1823.8
9.21.2	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.	Sq.M	1635
9.21.3	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 : 25 mm thick including anodized aluminum butt hinges with necessary screws.	Sq.M	1405.6
9.22.1	Extra 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.9.21	Sq.M	428.2
9.23.1	Providing 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.M	2316.8
9.23.2	Providing 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.M	2527.4
9.23A	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.M	377.8
9.24.1	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded) : Rectangular or Square	Sq.M	144.8
9.24.2	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded) : Circular	Sq.M	226.7
9.25	Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured)	Sq.M	390.4
9.26	Extra for cutting rebate in flush door shutters {total area of the shutter to be measured)	Sq.M	107
9.27A.1.1	Providing and fixing 35 mm thick wire gauze shutters using galvansied M.S.wire gauze of average width of aperture 1.4mm with wire of dia.0.63 mm for doors windows and clerestory windows including bright finished or/and black enamelled M.S.butt hinges with necessary screws: Second class tead wood.	Sq.M	2843.6
9.27A.1.2	Providing and fixing 35 mm thick wire gauze shutters using galvansied M.S.wire gauze of average width of aperture 1.4mm with wire of dia.0.63 mm for doors windows and clerestory windows including bright finished or/and black enamelled M.S.butt hinges with necessary screws: Kiln seasoned and chemically treated hollock wood.	Sq.M	1805
9.27B.1	Providing and fixing 35 mm thick wire gauze shutters using galvanized M.S.wire gauze of average width of aperture 1.4mm with wire of dia.0.63 mm for doors windows and clerestory windows including bright finished or/and black enamelled M.S.butt hinges with necessary screws : Second class teak wood.	Sq.M	2843.6
9.27B.2	Providing and fixing 35 mm thick wire gauze shutters using galvanized M.S.wire gauze of average width of aperture 1.4mm with wire of dia.0.63 mm for doors windows and clerestory windows including bright finished or/and black enamelled M.S.butt hinges with necessary screws : Kiln seasoned and chemically treated hollock wood.	Sq.M	1599.5
9.28.2	Providing and fixiing 30mm thick wire gauge shutters using galvanized M.S.wire gauge of average width or aperture 1.4mm with wire of dia.0.63 mm for doors windows and clerestory windows including anodized aluminum butt hinges with necessary screws:Second class India teak wood.	Sq.M	2662
9.28.3	Providing and fixiing 30mm thick wire gauge shutters using galvanized M.S.wire gauge of average width or aperture 1.4mm with wire of dia.0.63 mm for doors windows and clerestory windows including anodized aluminum butt hinges with necessary screws:Kiln seasoned and chemically treated Hollock wood.	Sq.M	1773.4
9.29.1	Providing and fixing 30mm thick wire gauze shutters using galvanised M.S.wire gauze of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, finished or/and black enamelled M.S.butt hinges with necessary screws: Second class teak wood.	Sq.M	2499.6
9.29.6	Providing and fixing 30mm thick wire gauze shutters using galvanised M.S.wire gauze of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, finished or/and black enamelled M.S.butt hinges with necessary screws: Kiln seasoned and chemically treated Hollock wood.	Sq.M	1423.1
9.31A.1	Providing 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.M	2252.9
9.31A.2	Providing 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.M	2006.18
9.32	Providing 50x50x50 mm 2nd class teak wood plugs including cutting brickwork and fixing in cement mortar 1:3 (1 cement: 3 coarse sand)	Each	17.3
9.33.A.1	Providing 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 : 25 mm long.	Each	14.3
9.33.A.2	Providing 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 : 32 mm long.	Each	16
9.33.A.3	Providing 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.	Each	19.8
9.33.A.4	Providing 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.	Each	21
9.34.1	Providing 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 thick	Sq.M	5022.9
9.34.2	Providing 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.M	3236.5
9.54A.1	Providing 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.M	1118.7
9.54A.2	Providing 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.M	1271.1
9.54A.3	Providing 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.M	1381.9
9.55	Providing and fixing 2nd class lead wood grounds consisting of battend 50x25 mm fixed over tb,3 teakwood plugs embedded in wall with cement mortar 1:3(1 cement; 3 fine sand ) with necessary iron screws including priming coat complete.	Cu.M	142573.7
9.55A.1	Providing 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: Hollock wood.	Cu.M	67591.4
9.6	Providing and fixing 25 mm thick 1st class tead wood plain skirting with necessary screws, priming coat on unxposd surface.	Sq.M	3703.7
9.60A.1	Providing 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.M	1271.1
9.60A.2	Providing 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.M	1381.9
9.61.1.1	Providing 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.	M	97.9
9.61.1.2	Providing 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.	M	138.4
9.61.2.1	Providing 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.	M	68.4
9.61.2.2	Providing 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.	M	89.3
9.67.1	Providing 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.m	1618.8
9.73	Providing and fixing 12mm thick 15omm wide palmet of flat pressed 3 layer particle board (medium density with 25 mm dia second class read wood curtain rod 10cm long and plug etc. Complete.	Sq.m	251.3
9.73A	Providing and fixing 18mm thick 150mm wide permet of flat pressed 3 layer and graded particle board (medium density grade I, conforming to IS:3087) including top cover of 6mm commercial ply wood, nickel plated M.s. pipe 20mm dia (heavy type) cutained with nickel plated breckets including fixing with 25 x 3 mm M.S. flat 10 cm ling and rawl plugs 50mm long ( designation 10 no.) etc. all complete Details of cost for a pelmet 2 m long	Sq.M	288.1
9.74.A.1	Extra for using veneered particle board in item of pelmet 12 mm thick 150 mm wide :Commercial veneered on both sides.	Sq.M	34.3
9.74A.2	Extra for using veneered particle board in item of pelmet 12mm thick 150 mm wide : Particle board with teak veneering on both sides	Sq.M	100.7
9.74B	Providing and fixing teak wood lipping of size 25.3 mm	M	39.6
9.76.2	Providing and fixing curtain rods of 1.25 mm thick brass plate with brackets insteed of wooden curtain rods of 25 mm dia m and brackets (Actual length of rods to be measured) 20 mm dia	M	121.2
9.76.3	Providing and fixing curtain rods of 1.25 mm thick brass plate with brackets insteed of wooden curtain rods of 25 mm dia m and brackets (Actual length of rods to be measured) 25 mm dia	M	146.4
9.79A.1	Providing and fixing nickel plared M.S. Pipe curtain rods with nickel plated brackets : 20 mm dia (heavy type)	M	94.5
9.79A.2	Providing and fixing nickel plared M.S. Pipe curtain rods with nickel plated brackets : 25 mm dia (heavy type)	M	108.3
9.82.1	Providing 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.	KG	91.5
9.82.2	Providing 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.	KG	92.7
9.83	Providing and fixing expanded metal 20x60 mm strands 3.25 wide and 1.6 mm thick for windows etc including 62x19 mm beading of lind class teak wood	Sq.M	962.9
9.84	Providing 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	Sq.M	1066.9
9.85.1	Providing 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 mm	Sq.M	818.2
9.85.2	Providing 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.M	523.8
9.87	Providing 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)	Each	80.8
9.88.1	Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces et. Complete with: Sal wood	Cu.M	70209.6
9.88.3	Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces et. Complete with: Hollock wood	Cu.M	45156.8
9.93.1	Providing and fixing M.S. pressed butt each bright finished with necessary screws etc. complete: 125 x 65 x 2.12 mm	Each	30
9.93.2	Providing and fixing M.S. pressed butt each bright finished with necessary screws etc. complete: 120 x 58 x 1.9 mm	Each	21.6
9.93.3	Providing and fixing M.S. pressed butt each bright finished with necessary screws etc. complete: 75 x 47 x 1.7 mm	Each	16.3
9.93.4	Providing and fixing M.S. pressed butt each bright finished with necessary screws etc. complete: 50 x 37 x 1.5 mm	Each	10
9.94.1	Providing and fixing M.S. pressed parliamentary each bright finished with necessary screws etc.complete: 150x125x27x2.8 mm.	Each	54.5
9.94.2	Providing and fixing M.S. pressed parliamentary each bright finished with necessary screws etc.complete: 125x125x27x2.8 mm.	Each	51.6
9.94.3	Providing and fixing M.S. pressed parliamentary each bright finished with necessary screws etc.complete: 100x125x27x2.8 mm.	Each	41.5
9.94.4	Providing and fixing M.S. pressed parliamentary each bright finished with necessary screws etc.complete: 75x100x20x2.24 mm.	Each	36.1
9.95.1	Providing and fixing M.S. single acting spring each bright finished with necessary screws etc.complete: 150 mm	Each	166.4
9.95.2	Providing and fixing M.S. single acting spring each bright finished with necessary screws etc.complete: 125 mm	Each	160.1
9.95.3	Providing and fixing M.S. single acting spring each bright finished with necessary screws etc.complete: 100 mm	Each	133.4
9.96.1	Providing and fixing M.S. double acting spring each bright finished with necessary screws etc.complete: 150 mm	Each	166.4
9.96.2	Providing and fixing M.S. double acting spring each bright finished with necessary screws etc.complete: 125 mm	Each	160.1
9.96.3	Providing and fixing M.S. double acting spring each bright finished with necessary screws etc.complete: 100 mm	Each	133.4
9.97	Providing 1 mm thick M.S. piano each finished with brass plating flange being 35 mm wide and fixing with necessary screws	M	148.2
9.98.1	Providing 1 mm thick M.S. piano each finished with nickel plating and fixing with necessary screws:Overall width 35 mm.	M	119.3
9.100.1	Providing and fixing M.S. sliding door bolts bright finished or/ and black enamel with nut & screwd etc. complete 300 x 16mm size	Each	177.4
9.100.2	Providing and fixing M.S. sliding door bolts bright finished or/ and black enamel with nut & screwd etc. complete 250 x 16mm size	Each	171.1
9.101.1.1	Providing and fixing M.S.tower bolt each (barrel type with necessary screws etc. complete : Bright satin finished black stove enamelled : 250 x 10 mm	Each	64.6
9.101.1.2	Providing and fixing M.S.tower bolt each (barrel type with necessary screws etc. complete : Bright satin finished black stove enamelled : 200 x 10 mm	Each	57.2
9.101.1.3	Providing and fixing M.S.tower bolt each (barrel type with necessary screws etc. complete : Bright satin finished black stove enamelled : 150 x 10 mm	Each	43.1
9.101.1.4	Providing and fixing M.S.tower bolt each (barrel type with necessary screws etc. complete : Bright satin finished black stove enamelled : 100 x 10 mm	Each	36.8
9.103.1	Providing and fixing M.S. door latch with screws etc. complete:300 x 20 x 6 mm	Each	67.9
9.103.2	Providing and fixing M.S. door latch with screws etc. complete:250 x 20 x 6 mm	Each	57.8
9.104.1	Providing and fixing M.S. handles with necessary screw etc. complete 125mm	Each	27.5
9.104.2	Providing and fixing M.S. handles with necessary screw etc. complete 100mm	Each	23.6
9.104.3	Providing and fixing M.S. handles with necessary screw etc. complete 75mm	Each	22.4
9.109.1	Providing and fixing M.S. safety each with necessary scews etc.complete 150 mm	Each	21.5
9.109.2	Providing and fixing M.S. safety each with necessary scews etc.complete 115 mm	Each	17.9
9.109.3	Providing and fixing M.S. safety each with necessary scews etc.complete 90 mm	Each	14.8
9.111.1	Providing and fixing oixidtsed M.S.pressed butt each with necessary screws etc.complete:125 x 65 x 2.12 mm	Each	31.1
9.111.2	Providing and fixing oixidtsed M.S.pressed butt each with necessary screws etc.complete:100 x 58 x 1.9 mm	Each	23.2
9.111.3	Providing and fixing oixidtsed M.S.pressed butt each with necessary screws etc.complete:75 x 47 x 1.7 mm	Each	18.1
9.111.4	Providing and fixing oixidtsed M.S.pressed butt each with necessary screws etc.complete:50 x 37 x 1.5 mm	Each	10.9
9.112.1	Providing and fixing oxidised M.S. pressed parliamentary each with necessary screws etc.complete :150x125x27x2.8 mm	Each	55.8
9.112.2	Providing and fixing oxidised M.S. pressed parliamentary each with necessary screws etc.complete :125x125x27x2.8 mm	Each	52.6
9.112.3	Providing and fixing oxidised M.S. pressed parliamentary each with necessary screws etc.complete :100x125x27x2.8 mm	Each	42.5
9.112.4	Providing and fixing oxidised M.S. pressed parliamentary each with necessary screws etc.complete :75x100x20x2.24 mm	Each	36.3
9.113.1	Providing and fixing oxidised M.S. single acting spring each with necessary screws etc. complete: 150 mm	Each	167.4
9.113.2	Providing and fixing oxidised M.S. single acting spring each with necessary screws etc. complete: 125 mm	Each	161.1
9.113.3	Providing and fixing oxidised M.S. single acting spring each with necessary screws etc. complete: 100 mm	Each	134.4
9.114.1	Providing and fixing oxidised M.S. double acting spring each with necessary screws etc.complete: 150 mm	Each	167.4
9.114.2	Providing and fixing oxidised M.S. double acting spring each with necessary screws etc.complete: 125 mm	Each	161.1
9.114.3	Providing and fixing oxidised M.S. double acting spring each with necessary screws etc.complete: 100 mm	Each	134.4
9.118.1	Providing and fixing oxidised M.S. sliding door bolts with nuts and screws etc. complete: 300x16xmm	Each	165.6
9.118.2	Providing and fixing oxidised M.S. sliding door bolts with nuts and screws etc. complete: 250x16mm	Each	158
9.119.1	Providing and fixing oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete :250x10mm	Each	66.5
9.119.2	Providing and fixing oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete :200x10mm	Each	58.8
9.119.3	Providing and fixing oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete :150x10mm	Each	44.8
9.119.4	Providing and fixing oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete :100x10mm	Each	38
9.12	Providing and fixing 85mmx42mm oxidised M.S. pull bolt lock conforming to IS:7534 with necessary screws bolts nut and washers etc. complete	Each	70
9.128.1	Providing and fixing bright finished brass each butt each with necessary screws etc. complete:125 x 85 x 5.5mm (heavy type)	Each	423.4
9.128.2	Providing and fixing bright finished brass each butt each with necessary screws etc. complete:125 x 70 x 4mm (ordinary type)	Each	140.1
9.128.3	Providing and fixing bright finished brass each butt each with necessary screws etc. complete:100 x 85 x 5.5 mm (heavy type)	Each	365.9
9.128.4	Providing and fixing bright finished brass each butt each with necessary screws etc. complete:100 x 70 x 4mm (ordinary type)	Each	107.8
9.128.5	Providing and fixing bright finished brass each butt each with necessary screws etc. complete:75 x 65 x 4 mm (heavy type)	Each	136.3
9.128.6	Providing and fixing bright finished brass each butt each with necessary screws etc. complete:75 x 40 x 2.5mrn(ordinary type)	Each	70.9
9.128.7	Providing and fixing bright finished brass each butt each with necessary screws etc. complete:50 x 40 x 2.5 mm (ordinary type)	Each	29.7
9.129.1	Providing and fixing bright finished brass parliamentary each with necessary screws etc. complete: 150 x 125 x 27 x 5 mm hinge	Each	376.4
9.129.2	Providing and fixing bright finished brass parliamentary each with necessary screws etc. complete: 125 x 125 x 27 x 5 mm hinge	Each	339.3
9.129.3	Providing and fixing bright finished brass parliamentary each with necessary screws etc. complete: 100 x 125 x 27 x 5 mm hinge	Each	314.1
9.129.4	Providing and fixing bright finished brass parliamentary each with necessary screws etc. complete: 75 x 100 x 20 x 3.2 mm hinge	Each	238
9.134.1	Providing fixing bright finished brass each (barrel type) with screws etc. complete : 250 x 10 mm	Each	310
9.134.2	Providing fixing bright finished brass each (barrel type) with screws etc. complete : 200 x 10 mm	Each	243.4
9.134.3	Providing fixing bright finished brass each (barrel type) with screws etc. complete : 150 x 10 mm	Each	199.4
9.134.4	Providing fixing bright finished brass each (barrel type) with screws etc. complete : 100 x 10 mm	Each	133
9.137.1	Providing and fixing bright finished brass door latch with necessary screws etc. complete: 300 x 16 x 5 mm	Each	222.4
9.137.2	Providing and fixing bright finished brass door latch with necessary screws etc. complete: 250 x 16 x 5 mm	Each	216.1
9.139	Providing and fixing bright finisned brass 100mm mortice latch and lock with 6 lever handles with necessary screws etc.complete. (best make of approved quality)	Each	519
9.14	Providing and fixing bright finished brass 100mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete.(best make of approved quality)	Each	456
9.141	Providing and fixing bright finished brass night latch including necessary screws etc. complete, (best make of approved qualtiy)	Each	676.4
9.142.1	Providing and fixing special quality bright finished brass cupboard or ward robe olcks with four levers including necessary screws etc. complete.(best make of approved quality): 40mm	Each	141.2
9.143	Providing and fixing bright finished brass cupboard or ward robe knob with necessary screws .(best make of approved quality.)	Each	48.4
9.146.1	Providing and fixing bright finished brass handles with screws etc. complete: 125 mm	Each	183.1
9.146.2	Providing and fixing bright finished brass handles with screws etc. complete: 100 mm	Each	170.3
9.146.3	Providing and fixing bright finished brass handles with screws etc. complete: 75 mm	Each	132.6
9.149	Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte.	Each	85.4
9.15	Providing and fixing IS : 3564 bright finished brass hydraulic door closer (best make of approved quality) with necessary accessories and screws etc. complete	Each	756.1
9.152	Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete.	Each	70.8
9.153.1	Providing and fixing bright finished brass caesment stayes(stright peg type) with necessary screws etc. complete: 300 mm weighing not lees than 330 gms	Each	179.8
9.153.2	Providing and fixing bright finished brass caesment stayes(stright peg type) with necessary screws etc. complete: 250 mm weighing not less than 280 gms	Each	146.3
9.153.3	Providing and fixing bright finished brass caesment stayes(stright peg type) with necessary screws etc. complete: 200 mm weighing not less than 240 gms	Each	133.7
9.158.1	Providing and fixing bright finished brass hasp and quadrant stay 150 mm	Each	109.7
9.158.2	Providing and fixing bright finished brass hasp and quadrant stay115 mm	Each	92.3
9.158.3	Providing and fixing bright finished brass hasp and quadrant stay90 mm	Each	81
9.207	Providing and fixing chromium plated brass	Each	128.7
9.208.1	Providing and fixing chromium plated brass each(straight peg type) with necessary screws etc. complete : 300 mm weighing not less than 330 gms	Each	198
9.208.2	Providing and fixing chromium plated brass each(straight peg type) with necessary screws etc. complete : 250 mm weighing not less than 280 gms	Each	172.8
9.208.3	Providing and fixing chromium plated brass each(straight peg type) with necessary screws etc. complete : 200 mm weighing not less than 240 gms	Each	153.9
9.215.1	Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as transparent or dyed to required colour or shade with necessary screws etc. complete: 125 x 75 x 4.0mm	Each	108.4
9.215.2	Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as transparent or dyed to required colour or shade with necessary screws etc. complete: 125 x 63 x 4.0mm	Each	103.3
9.215.3	Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as transparent or dyed to required colour or shade with necessary screws etc. complete: 100 x 74 x 4.0mm	Each	91.9
9.215.4	Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as transparent or dyed to required colour or shade with necessary screws etc. complete: 100 x 63 x 4.0mm	Each	90.7
9.215.5	Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as transparent or dyed to required colour or shade with necessary screws etc. complete: 100 x 63 x 3.2mm	Each	89.4
9.215.6	Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as transparent or dyed to required colour or shade with necessary screws etc. complete: 75 x 63 x 4.0mm	Each	80.9
9.215.7	Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as transparent or dyed to required colour or shade with necessary screws etc. complete: 75 x 63 x 3.2mm	Each	77.1
9.215.8	Providing and fixing ISI marked aluminium butt each anodised (anodic coating not less than grade AC 10 as transparent or dyed to required colour or shade with necessary screws etc. complete: 75 x 45 x 3.2mm	Each	67
9.218.1	Providing 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 16mm	Each	222.7
9.218.2	Providing 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 16mm	Each	184.9
9.219.1	Providing 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 10mm	Each	114.1
9.219.4	Providing 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 10mm	Each	66
9.219.5	Providing 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 10mm	Each	52.1
9.220.	Providing and fixing alluminium pull bolt lock anodised(anodic coating not less than grade AC 10 as per fS :1868) transparent or dyed to required colour and shade with necessary screws etc.complete.	Each	70
9.221	Providing and fixing 50 cm long aluminium kicking plate 100 x 3.15 mm 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.	Each	173.3
9.222.1	Providing and fixing alluminium handles 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 : 125mm	Each	71
9.222.2	Providing and fixing alluminium handles 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 : 100mm	Each	55.8
9.222.3	Providing and fixing alluminium handles 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 : 75 mm	Each	47.3
9.223.1	Providing 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 stopper	Each	35.6
9.223.2	Providing 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 stopper	Each	82.7
9.224	Providing and fixing alluminium each 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.	Each	72
9.225	Providing and fixing bright finished brass 100mm mortice latch and lock with six levers and a pair of anodised (anodic coating not ess than grade AC 10 as per IS: 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality).	Each	777.9
9.226	Providing and fixing aluminium tee chanals (Heavy duty) with rollers, stop end in pelmets as curtain rod.	M	64.7
10.1	Structural 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 complete	Kg	60.1
10.3	Structural 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 complete	Kg	69.8
10.5	Providing 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.M	4115.6
10.6	Providing 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.M	2985.3
10.7	Providing 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.M	2598.9
10.7.1	Providing 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.M	2481.6
10.8.1	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: 80 x 1.25mm M.S. Laths with 1.25mm thick top cover	Sq.M	2089.2
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 shutters	Sq.M	2562.2
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 area	Sq.M	3321.5
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.M	2810.7
10.8.2	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 1.20mm M.S. Laths with 1.20mm thick top cover	Sq.M	1858.3
10.8.3	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 0.90 mm thick M.S. laths with 0.90 mm thick top cover.	Sq.M	1757.6
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 cover	Sq.M	2230.6
10.9	Providing and fixing ball bearing for rolling shutters	Sq.M	473
10.10.1	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)	Sq.M	721.5
10.10.2	Extra for providing mechanical device chain and crank operation for operating rolling shutters : Exceeding 16.80 sqm in area	Sq.M	759.3
10.10A	Extra 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.M	340
10.11	Fixing 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)	Kg	27.9
10.11.1	Fixing 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).	Kg	15.4
10.12.1	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 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: Doors	Sq.M	2928.1
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 windows	Sq.M	3270.6
10.12.1+ 10.13B + 9.25	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 windows : Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured)	Sq.M	3661
10.13A	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 doors.	Sq.M	286.8
10.13B	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	Sq.M	342.5
10.13C	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 ventilators	Sq.M	349.5
10.14.1	Providing 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.	KG	75.1
10.14.2	Providing 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).	KG	72.7
10.15.1	Providing 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 B	M	372.7
10.15.2	Providing 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 C	M	397.9
10.15.3	Providing 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 E	M	435.7
10.16.1	Steel 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.	Kg	92.9
10.16.2	Steel 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 tubes	Kg	110
10.16.3	Steel 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.	Kg	116.7
10.19	Providing and fixing M.S. fan clamp type 1 of 16 mm dia M.S.bar bent to required shape as per specification and direction of E/I.	Each	121.8
10.21	Providing and fixing circular cast iron box for ceiling fan clamp 140 mm intemal 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 pcl at the comers. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.	Each	137.9
10.22	Providing and fixing M.S. round holding down bolts with nuts and washer plates complete.	KG	75.5
10.23	Providing and fixing bolts upto 300mm in length 16mm dia.	KG	89
10.24	Providing and fixing bolts above 300mm in length 16mm dia.	KG	70.89
10.26	Welding by gas plant including transportation of gas.	Cm	3.1
10.27	Welding by electric plant including transportation of electric welding plant at site etc. complete.	Cm	2.8
10.28	Providing 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.	Each	73.6
10.29	Providing 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.	Each	180.6
10.30.1	Providing 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.	Each	180.6
10.30.2	Providing 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.	Each	149.1
10.31	Providing and fixing 14 mm bright finished brass	Each	231
10.32.1	Steel 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.	KG	75.3
10.32.2	Steel 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.	KG	82
10.33.1	Providing 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 bore (class - B)	KG	91.1
10.33.2	Providing 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 dia	KG	120.9
10.33.3	Providing 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)	KG	103.3
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 M	39.2
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 M	27.6
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.	Each	4.7
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.	Each	14.8
10.35.1	Providing 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.	Each	52.7
10.35.2	Providing 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.	Each	58.1
10.35.3	Providing 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.	Each	71.8
10.35.4	Providing 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.	Each	82.7
10.35.5	Providing 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.	Each	102.6
10.36	Providing 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.).	Kg	638.8
10.37.1	Providing & 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.M	344.9
10.37.2	Providing & 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.M	1007.8
10.38.1	Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with : 4.0 mm thick glass panes.	Sq.M	761
10.38.1+ 10.13B	Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with : 4.0 mm thick glass panes.: 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	Sq.m	1103.5
10.38.2	Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with : 5.5 mm thick glass panes.	Sq.M	996.5
10.39.1	Providing 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).	Kg	100.6
10.39.2	Providing 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).		72.7
10.4	Extra 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.	M	38.9
10.41.1	Providing 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.	Kg	218.6
10.41.2	Providing 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).	Kg	212.8
10.42	Providing and fixing bolts including nuts and washers complete.	Kg	89.7
11.1.1	Brick 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.M	545.1
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.M	511.3
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.M	598.4
11.3.1	Cement 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 aggregate	Sq.M	212.8
11.4	52 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.M	335.2
11.5	52 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 20mm 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.M	367
11.6.1	Cement 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.M	205.68
11.7	Cement concrete pavement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) including finishing complete.	Sq.M	4150.5
11.8	Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavemerts etc.	Sq.M	20.1
11.9.1	40 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 cement	Sq.M	408.3
11.9.2	40 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 cement	Sq.M	463
11.9.3	40 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.M	435.6
11.9.4	40 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 pigment	Sq.M	444.7
11.9.5	40 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.M	415.4
11.9.6	40 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 pigment	Sq.M	388.5
11.10.1	40 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 cement	Sq.M	423
11.10.2	40 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 cement	Sq.M	501.1
11.10.3	40 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 cement	Sq.M	462
11.10.4	40 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 pigment	Sq.M	477.6
11.10.5	40 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 cement	Sq.M	433.2
11.10.6	40 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 pigment	Sq.M	404
11.11.1	40 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.M	448.7
11.11.2	40 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.M	558.2
11.11.3	40 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 cement	Sq.M	515.9
11.11.4	40 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.M	517.6
11.11.5	40 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.M	535.5
11.11.6	40 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.M	422.4
11.12.1	Marble 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.M	516.2
11.12.2.1	Marble 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.M	526.3
11.12.2.2	Marble 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.M	581.1
11.12.2.3	Marble 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.M	553.7
11.12.2.4	Marble 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.M	536.2
11.12.2.5	Marble 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.M	533.5
11.12.2.6	Marble 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.M	546.1
11.13.1	Providing and fixing glass strips in joints of terrazo/cement concrete floors: 40 mm wide and 4 mm thick	M	27.5
11.14	Extra for laying terrazo flooring on stair case treads not exceeding 30cm in width including cost of forming, nosisng etc.	Sq.M	21.2
11.15.1	Crazy 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.M	718.7
11.16.1	Precast 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 cement	Sq.M	802.9
11.16.2	Precast 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 cement	Sq.M	745.4
11.16.3	Precast 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 cement	Sq.M	597.7
11.16.4	Precast 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 pigment	Sq.M	566.1
11.17	Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width	Sq.M	27.8
11.18.1	Precast 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.M	973
11.18.2	Precast 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.M	895.4
11.18.3	Precast 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.M	821.1
11.18.4	Precast 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.M	789.5
11.19.1	Chequered 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.M	892.9
11.19.2	Chequered 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.M	807.8
11.19.3	Chequered 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.M	724.7
11.19.4	Chequered 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.M	693
11.20.1	Chequerred 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.M	1034.1
11.20.2	Chequerred 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.M	843.2
11.20.3	Chequerred 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.M	612.3
11.20.4	Chequerred 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.M	580.6
11.21.1.1	Providing 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 Engineerin- 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.M	1211
11.21.2.1	Providing 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 Engineerin- Charge:In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand):Acid and alkali resistant tile.	Sq.M	1260.3
11.22.1	Tile 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.M	1055.8
11.23.1	Marble 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.M	3210.4
11.23.1 + 11.24	Marble 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. : Extra for nosing in marble stone for treads	Sq.M	3378.6
11.23.2	Marble 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.M	1443.6
11.23.2.1	Marble 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.M	1588.4
11.23.4	Marble 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.M	1226.4
11.23.5	Marble 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.M	1501.5
11.23.6	Marble 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.M	1436.4
11.24	Extra for nosing in marble stone for treads	Sq.M	168.2
11.25	Extra for marble stone flooring in treads of steps. Not exceeding 30 cm in width.	Sq.M	199.4
11.26.1	Kota 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.M	968
11.27	Kota 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.M	927.5
11.28.1.1	Supplying sand stone 40 mm thick for flooring ,carriage to site and rough chisel dressing : Red sand stone.	Sq.M	287.8
11.28.1.2	Supplying sand stone 40 mm thick for flooring ,carriage to site and rough chisel dressing : White sand stone.	Sq.M	315.5
11.28A.1	40 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 stone	Sq.M	533.2
11.28A.2	41 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 stone	Sq.M	560.9
11.29.1	40 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.M	550.3
11.29.2	40 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.M	578
11.30.1	40 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.M	548.1
11.30.2	40 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.M	575.8
11.31	Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab.	M	44.1
11.32	Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 meter length	Sq.M	9.5
11.33.2	25 mm wooden planking, tongued and grooved in flooring including fixing with iron screws complete : 2nd class teak wood.	Sq.M	3386.2
11.34	38 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.M	5954.8
11.35	Providing 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. complete	KG	74.4
11.36	Providing 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.M	754.2
11.37	Providing 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.M	788.6
11.38	Providing 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.M	801.8
11.39	Providing 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.M	1189.3
11.4	Providing 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.M	1229
11.41.1	Providing 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.M	1493.4
11.41.2	Providing 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.M	1671.9
11.41.3	Providing 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.M	1943
11.41.4	Providing 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.M	2690.1
11.42	Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles.	Sq.M	336.8
11.43	Fixing 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.M	355.2
11.44	Crazy 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 , all	Sq.M	295.9
11.45	Providing 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.M	1582.3
11.46.1	Providing 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.M	1241.6
11.46.2	Providing 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.M	1415.9
11.46.3	Providing 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.M	1680.5
11.46.4	Providing 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.M	2409.8
11.47.1	Providing 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.M	1433.9
11.47.2	Providing 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.M	1608.2
11.47.3	Providing 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.M	1872.8
11.47.4	Providing 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.M	2602.1
11.48.1	Grouting 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.M	197.8
11.48.2	Grouting 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.M	168
11.48.3	Grouting 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.M	138.3
11.48.4	Grouting 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.M	102.2
11.49.1	Providing 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 hickness,including grouting of joints (Payment for grouting of joints to be made separately): Size of Tile 500 x 500 mm.	Sq.M	1396.4
11.49.2	Providing 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 hickness,including grouting of joints (Payment for grouting of joints to be made separately): Size of Tile 600 x 600 mm.	Sq.M	1570.7
11.49.3	Providing 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 hickness,including grouting of joints (Payment for grouting of joints to be made separately): Size of Tile 800 x 800 mm.	Sq.M	1835.3
11.49.4	Providing 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 hickness,including grouting of joints (Payment for grouting of joints to be made separately): Size of Tile 1000 x 1000 mm.	Sq.M	2564.8
11.5	Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles.	Sq.M	8.8
11.51.a	Providing 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.M	5360.3
11.52.a	Providing 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.M	5591.6
11.53	Providing 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.M	1650.9
11.54.1	Providing 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.M	4295.4
	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).
11.54.2	Providing 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.M	4295.4
	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.M	227.6
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.M	292.1
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.M	281.5
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.M	280.9
11.73	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.	Sq.M	365.1
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.M	429.6
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.M	419
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.M	418.4
11.74	Providing 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.M	211.3
11.75	Providing 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.M	338
11.76	Providing 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.M	295.3
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/Sqm	Sq.M	985.2
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/Sqm	Sq.M	831.5
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/Sqm	Sq.M	700.7
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 thick	Sq.M	721.1
12.4.5	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 thick	Sq.M	20.4
12.2	Extra for providing and fixing corrugated G.S. sheets vertically or to a pitch exceeding 60	Sq.M	5.9
12.3.4	Extra for providing and fixing curved C.G.S. sheets on roofing : 0.80 mm thick	Sq.M	6.6
12.3.5	Extra for providing and fixing curved C.G.S. sheets on roofing : 0.63 mm thick	Sq.M	5.3
12.4.3	Extra 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 thick	M	25.6
12.4.4	Extra for straight cutting in C.G. S. sheet roofing for making opening of area exceeding 40 dm2 for chimney stacks , sky light etc: 0.80 mm thick	M	20.4
12.4.5	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 thick	M	20.4
12.5.3	Extra for circular cutting in C. G. S. sheet roofing for making opening of area exceeding 40 square decimeter: 1.0 mm thick	M	144.7
12.5.4	Extra for circular cutting in C. G. S. sheet roofing for making opening of area exceeding 40 square decimeter: 0.8 mm thick	M	115.6
12.5.5	Extra for circular cutting in C. G. S. sheet roofing for making opening of area exceeding 40 square decimeter: 0.63 mm thick	M	115.6
12.6.1	Providing 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 m	M	498.6
12.6.2	Providing 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/Sqm	M	429
12.7.1	Providing 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/m2	M	994.3
12.8.2	Providing 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/m3	M	352.1
12.9.3	Providing 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.	M	460.1
12.9.4	Providing 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.	M	402.2
12.10.1	Providing 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 pitch	Sq.M	335.3
12.10.2	Providing 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 pitch	Sq.M	341.3
12.11	Extra 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.	M	20.4
12.12	Extra for circular cutting in A.C. corrugated/ semi corrugated 6 mm thick sheet roofing for making opening of area exceeding 40 dm2	M	170.1
12.13	Extra for providing and fixing wind ties of 40 x 6mm flat iron section	M	115.5
12.14.1	Providing 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)	M	213.4
12.14.2	Providing 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)	M	282.5
12.14.3	Providing 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)	M	362.8
12.14.5	Providing and fixing ridges and hips in asbestos cement sheet roofing : Unserrated adjustable hips consider a shed with hip as 20.2 metres.	M	282.1
12.15.1	Providing 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.	M	202.3
12.15.2	Providing 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.	M	151.4
12.15.3	Providing 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.	M	377.1
12.15.4	Providing 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.	M	242.8
12.15.6	Providing 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.	Pair	148.3
12.15.8	Providing 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.	Each	264.1
12.15.9	Providing 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.	Each	1474.7
12.15.10	Providing 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.	Each	435.2
12.15.11	Providing 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.	Each	346.1
12.15.12	Providing 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.	M	136.6
12.2	Providing 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.	M	62.5
12.29.1	Painting 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 VG10	Sq.M	111.7
12.33.2	Providing 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 tiles	Sq.M	386.1
12.33A	Providing 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.M	483.5
12.38.1	Providing 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 chase	M	83.8
12.39	Making 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.	Each	141.5
12.40.1.1	Providing 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 thick	Sq.M	369.3
12.40.1.2	Providing 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 thick	Sq.M	385.1
12.40.1.3	Providing 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 thick	Sq.M	401.1
12.40.2.1	Providing 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 thick	Sq.M	442.7
12.40.2.2	Providing 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 thick	Sq.M	458.5
12.40.2.3	Providing 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 thick	Sq.M	474.5
12.52.2	Grading 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.m	321.6
12.52.3	Grading roof for water proofing treatment with cement mortar 1:3 (1 cement : 3 coarse sand)	Cu.M	553.3
12.52.4	Grading roof for water proofing treatment with cement mortar 1:4 (1 cement : 4 coarse sand)	Cu.M	476.8
12.54.1	Providing and fixing 20mm thick wooden planks celling (frame work for base to be paid seprately) with M.S. screws: 2nd class teak wood	Sq.M	2005.4
12.54.3	Providing and fixing 20mm thick wooden planks celling (frame work for base to be paid seprately) with M.S. screws: Ist class kail wood	Sq.M	907.9
12.55.1.1	Providing 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.M	513.6
12.55.2.1	Providing 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.M	626.5
12.55.3.1	Providing 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.M	575.9
12.56.1.1	Providing 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 thick	Sq.M	298.4
12.56.1.2	Providing 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 thick	Sq.M	333.1
12.57.2	Providing 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 thick	Sq.M	589.4
12.58.2	Providing and fixing plain A.C. sheet ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): 6 mm thick	Sq.M	379
12.59.1	Extra for circular cutting and waste in ceilling with : 2nd class teak wood planks : 20 mm thick	M	332
12.59.4.1	Extra for circular cutting and waste in ceilling with : Natural colour insulating board : 12 mm thick	M	143.9
12.59.5.1	Extra for circular cutting and waste in ceilling with : White face insulating board : 12 mm thick	M	159.5
12.59.6.1	Extra for circular cutting and waste in ceilling with : Flame retardant face insulating board : 12 mm thick	M	151.7
12.59.7.1	Extra for circular cutting and waste in ceilling with : Standard quality hard board sheet : 3 mm thick	M	118.9
12.59.7.2	Extra for circular cutting and waste in ceilling with : Standard quality hard board sheet : 4.5 mm thick	M	123.2
12.6	Extra for providing and fixing ceiling to curved surfaces in narrow widths.	Sq.M	98.8
12.60A	Providing 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.M	592.3
12.60C	Extra 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.M	390.4
12.61.1	Providing 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.M	652.2
12.61.2	Providing 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.M	728.7
12.62	Extra for any sunk or raised moldings in the plaster of Paris (Gypsum anhydrous) ceiling	Sq.M	167.5
12.63	Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres height from floor level.	Sq.M	59.9
12.64	Providing 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.M	392.4
12.65	Extra 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.M	28.4
12.67A	Thermal insulation of roofing with bonded mineral wool, laid over false ceilling with suitable adhesive as per directions of the Engineer-in-charge.	Sq.M	249.4
12.67B.1	Thermal 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.M	310
12.67B.2	Thermal 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.M	310
12.68.1	Providing 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	70.1
12.68.2	Providing and fixing 100mm diametere and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 fine sand): Cement concrete spout	Each Spout	70.1
12.71.1	Providing 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 diameter	Each	100.7
12.71.2	Providing 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 diameter	Each	98.2
12.71.3	Providing 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 diameter	Each	104.5
12.73.1	Providing lead caulked joints to sand cast iron rain water pipes and fittings: 75 mm dia pipe	Each	131.8
12.73.2	Providing lead caulked joints to sand cast iron rain water pipes and fittings: 100 mm dia pipe	Each	169.9
12.73.3	Providing lead caulked joints to sand cast iron rain water pipes and fittings: 150 mm dia pipe	Each	238.8
12.78.1	Providing 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 diameter	M	127.4
12.78.2	Providing 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 diameter	M	214.2
12.79.1.1	Providing & 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 Coupler	Each	108.9
12.79.1.2	Providing & 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 Coupler	Each	144.7
12.79.2.1	Providing & 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 Coupler	Each	129.1
12.79.2.2	Providing & 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 Coupler	Each	181.2
12.79.3.1	Providing & 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 door	Each	228.3
12.79.3.2	Providing & 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 door	Each	315.9
12.79.4.1	Providing & 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 door	Each	203.1
12.79.4.2	Providing & 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)	Each	265.5
12.79.5.1	Providing & 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 bend	Each	116.5
12.79.5.1+ 12.81	Providing & 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 bend Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams.	Each	156.9
12.79.5.2	Providing & 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 bend	Each	173.7
12.79.5.2+ 12.81	Providing & 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 bend Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams.	Each	214.1
12.79.6.1	Providing & 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 Shoe	Each	180.7
12.79.6.2	Providing & 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 Shoe	Each	314.73
12.80.1	Providing 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 clip	Each	119.8
12.80.2	Providing 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 clip	Each	138.65
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.	Each	40.4
12.82	Providing 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. channel	Sq.M	765.5
	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.
13.11.1	12mm cement plaster of mix : 1:3(1 cement : 3 coarse sand	Sq.m	111.3
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.m	118.8
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 punning	Sq.m	146.7
13.11.1+ 13.26	12mm cement plaster of mix : 1:3(1 cement : 3 coarse sand : Neat cement punning	Sq.m	139.2
13.11.2	12mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand)	Sq.M	100.3
13.11.2+ 13.26	12mm cement plaster of mix : 1:4(1 cement : 4 coarse sand : Neat cement punning	Sq.m	128.2
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.M	106.3
13.11.3	12mm cement plaster of mix: 1:5 (1 Cement : 5 coarse sand)	Sq.M	94.4
13.11.4	12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand)	Sq.M	89.3
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 of	Sq.M	116.8
13.12.1	15 mm cement plaster on rough side of single or half brick wall of mix: 1:3 (1 cement :3 coarse sand)	Sq.M	129.5
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 punning	Sq.M	157.4
13.12.2	15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand)	Sq.M	116.3
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 punning	Sq.M	144.2
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.M	150.2
13.12.3	15mm cement plaster on rough side of single or half brick wall of mix: 1:5 (1 cement : 5 coarse sand)	Sq.M	109.3
13.12.4	15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand)	Sq.M	103.2
13.13.1	Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand)	Sq.M	157.7
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.M	185.6
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.M	193.1
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.M	168.5
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 punning	Sq.M	196.4
13.13.2	Cement plaster in coarse sand : 20mm cement plaster of mix : 1:4(1cement : 4 coarse sand)	Sq.M	140.6
13.13.2 + 13.26	Cement plaster in coarse sand : 20mm cement plaster of mix : 1:4(1cement : 4 coarse sand), Neat cement punning	Sq.M	168.5
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.M	146.6
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.M	149.1
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 punning	Sq.M	177
13.13.3	Cement plaster in coarse sand : 20mm cement plaster of mix : 1:5 (1cement : 5 coarse sand)	Sq.M	131.4
13.13.4	Cement plaster in coarse sand : 20mm cement plaster of mix : 1:6 (1cement : 6 coarse sand)	Sq.M	123.5
13.14.1	12 mm lime plaster of mix: 1:1:1 (1 lime putty:1 surkhi:1sand )	Sq.M	95.5
13.14.2	13 mm lime plaster of mix: 1:1:2 (1 lime putty :1surkhi:2 sand)	Sq.M	88.9
13.14.3	14 mm lime plaster of mix: 1:2(1 lime: 2surkhi)	Sq.M	107.4
13.14.4	15 mm lime plaster of mix: 1:3(1lime putty: 3surkhi)	Sq.M	106.7
13.17.1	12mm cement plaster of mix: 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement	Sq.M	138
13.17.1+ 13.36.1	12 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.M	145.5
13.17.2	12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm	Sq.M	127
13.18	15mm 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.M	156.2
13.19	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	Sq.M	138.9
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.M	166.8
13.2	18mm 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.M	148.3
13.24.1	6mm cement plaster to ceilling of Mix : 1:3 (1 cement : 3 coarse sand)	Sq.M	82.9
13.24.1+ 13.26	6mm cement plaster to ceilling of Mix : 1:3 (1 cement : 3 coarse sand) :Neat cement punning	Sq.M	110.8
13.24.2	6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand)	Sq.M	77.4
13.24.2 + 13.26	6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) : Neat cement punning	Sq.M	105.3
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.M	104.9
13.26	Neat cement punning	Sq.M	27.9
13.30.1	Rough 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 cement	Sq.M	252.3
13.31.1	Rough 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 cement	Sq.M	246.4
13.32.1	Pebble 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.M	240.5
13.36.1	Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:3 (1 cement : 3 sand)	Sq.M	7.5
13.36.2	Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12mm cement plaster 1:4 (1 cement : 4 sand)	Sq.M	6
13.36.3	Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 15mm cement plaster 1:3 (1 cement : 3 sand)	Sq.M	8.7
13.36.4	Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 15mm cement plaster 1:4 (1 cement : 4 sand)	Sq.M	6.8
13.36.5	Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:3 (1 cement : 3 sand)	Sq.M	10.8
13.36.6	Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:4 (1 cement : 4 sand)	Sq.M	8.5
13.37	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.M	27.5
13.38.1	Extra for plastering on circular work not exceeding 6 m in radius : In one coat	Sq.M	11.1
13.38.2	Extra for plastering on circular work not exceeding 6 m in radius : In two coat	Sq.M	15.9
13.39.1	Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In one coat.	Sq.M	153.3
13.39.2	Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In two coat.	Sq.M	251.9
13.40.1	Extra for plastering: Spherical ceiling	Sq.M	41.3
13.40.2	Extra for plastering: Groined ceiling	Sq.M	45.5
13.40.3	Extra for plastering: Flewing soffits	Sq.M	26.7
13.40A	Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.	Sq.M	76.8
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.M	119.2
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 primer	Sq.M	140.8
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 work	Sq.M	133.6
13.45.1	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)	Sq.M	122
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.M	146.9
13.46.1	Finishing 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.M	68.8
13.46.A1	Finishing 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.M	81.7
13.48.1	Finishing 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.M	79.4
13.48.2	Finishing 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.M	67.3
13.48.3	Finishing 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.M	24.3
13.48.4	Extra for lining out plaster to imitate stone or concrete blocks walling	Sq.M	24.3
13.50.1	12 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):Flush Band	1 m long & 1cm wide	1.9
13.50.2	13 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):Sunk Band	2 m long & 1cm wide	2.1
13.50.3	14 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):Raised Band	3 m long & 1cm wide	2.3
13.50.4	15 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):Molded Band	4 m long & 1cm wide	3.7
13.51.1	18 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand): Flush Band.	5 m long & 1cm wide	2.3
13.51.2	19 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand): Sunk Band.	6 m long & 1cm wide	2.5
13.51.3	20 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand): Raised Band.	7 m long & 1cm wide	2.9
13.51.4	21 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand): Molded Band.	8 m long & 1cm wide	5.1
13.52	18 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
13.56.1	Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Flush pointing.	Sq.M	64.5
13.56.2	Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Ruled pointing	Sq.M	68.5
13.56.3	Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Struck or weatherd pointing	Sq.M	82.1
13.56.4	Pointing on brick work with cement mortar 1:3( 1cement: 3 coarse sand): Raised and cut pointing	Sq.M	103.2
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.M	110
13.57.1	Pointing on brick flooring with cement mortar 1:3( 1cement: 3 coarse sand): Flush pointing.	Sq.M	53.9
13.57.2	Pointing on brick flooring with cement mortar 1:3( 1cement: 3 coarse sand): Ruled pointing	Sq.M	58.2
13.58.1	Pointing on brick flooring with cement mortar 1:4( 1cement:4 coarse sand). Flush pointing.	Sq.M	53.3
13.58.2	Pointing on brick flooring with cement mortar 1:4( 1cement:4 coarse sand). Ruled pointing	Sq.M	53.6
13.63.1	Pointing on tile brick work with cement mortar 1:3 ( 1 cement : 3 coarse sand) : Flush pointing	Sq.M	85
13.63.2	Pointing on tile brick work with cement mortar 1:3 ( 1 cement : 3 coarse sand) : Ruled pointing	Sq.M	88.6
13.64.1	Pointing on stone work with C.M. 1:3 (1cemdent :3 fine sand) : Flush pointing	Sq.M	87.8
13.64.2	Pointing on stone work with C.M. 1:3 (1cemdent :3 fine sand) : Ruled pointing	Sq.M	94.1
13.64.3	Pointing on stone work with C.M. 1:3 (1cemdent :3 fine sand) : Raised and cut pointing	Sq.M	159.4
13.68.1	Pointing on stone slab with C.M. 1:2 (1cemdent :2 coarse sand) : Flush pointing	Sq.M	50.4
13.68.2	Pointing on stone slab with C.M. 1:2 (1cemdent :2 coarse sand) : Ruled pointing	Sq.M	53.5
13.69	Extra 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 of	Sq.M	5.7
13.70.1	White washing with lime to give an even shade: New work (three or more coats)	Sq.M	11.7
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 primer	Sq.M	36.6
13.70.2	White washing with lime to give an ever shade: Old work (Two or more coats )	Sq.M	6.4
13.70.3	White washing with lime to give an ever shade: Old work (one or more coats )	Sq.M	3.7
13.71	Satna lime wash on wads one coat	Sq.M	4.3
13.72.1	White washing with whiting to give an even shade : New work (three or more coats)	Sq.M	10.3
13.72.2	White washing with whiting to give an even shade : Old work ( Two or more coats )	Sq.M	6.2
13.72.3.	White washing with whiting to give an even shade : Old work ( One or more coats)	Sq.M	3.7
13.73.1	Colour 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.M	15.8
13.73.2	Colour 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.M	15.5
13.73.3	Colour washing such as green, blue or buff to give an even shade: Old work (two or more coats) with lime	Sq.M	8.2
13.73.4	Colour washing such as green, blue or buff to give an even shade: Old work (two or more coats) with whiting	Sq.M	8.1
13.73.5	Colour washing such as green, blue or buff to give an even shade: Old work ( one or more coats ) with lime	Sq.M	4.6
13.73.6	Colour washing such as green, blue or buff to give an even shade: Old work (one or more coats ) with whitinq	Sq.M	4.6
13.74	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repair scratches etc. complete	Sq.M	4.2
13.75	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.M	42.4
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 primer	Sq.M	67.3
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 primer	Sq.M	68.5
13.76	Distempering 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.m	19.2
13.77.2	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	Sq.M	64
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 primer	Sq.M	90.1
13.77.3	Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: Old work (one or more coats)	Sq.M	20.2
13.77A.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.	Sq.M	34.7
13.77A.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	Sq.M	21.7
13.78.1	Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer	Sq.M	24.9
13.78.2	Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer	Sq.M	26.1
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.M	60.8
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 work	Sq.M	47.8
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.M	46.3
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 work	Sq.M	82.9
13.79.1	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)	Sq.M	60.5
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 primer	Sq.M	85.4
13.79.1+ 13.78.2	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: Distemper primer	Sq.M	86.6
13.79.2	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)	Sq.M	39.9
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 primer	Sq.M	64.8
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: Distemper primer	Sq.M	66
13.8	Removing dry or oil bound distemper by scrapping, sand papering and preparing the surface smooth including necessary repair of scratches etc. complete	Sq.M	5.4
13.80A.1	Providing 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.M	76.4
13.80A.2	Providing 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.M	118.7
13.81A.1	Distempering 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 coat	Sq.M	20
13.81A.2	Distempering 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 coat	Sq.M	31.5
13.81.1	Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)	Sq.M	25.2
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.M	63.9
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.M	85.9
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 work	Sq.M	76.1
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 work	Sq.M	55.1
13.81.2	Applying primer coat : with ready mixed aluminum primer of approved brand and manufacture on resinous wood and plywood.	Sq.M	26.2
13.81.2 + 13.93.1	Applying primer coat : with ready mixed aluminum primer of approved brand and manufacture on resinous wood and plywood.: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work	Sq.M	77.1
13.81.2 + 13.82.2	Applying priming coat: with ready mixed aluminum primer of approed brand and manufacture on resinous wood and plywood : new wood (two or more coats)	Sq.M	86.9
13.81.2 + 13.82.4	Applying priming coat: with ready mixed aluminum primer of approved brand and manufacture on resinous wood and plywood. Old wood work (one more coats)	Sq.M	64.9
13.81.3	Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works	Sq.M	21.3
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 work	Sq.M	72.2
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 work	Sq.M	51.2
13.81.4	Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel work (second coat)	Sq.M	12.2
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.M	72.9
13.82.1	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)	Sq.M	60.7
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 works	Sq.M	82
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 work	Sq.M	111.6
13.82.2	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)	Sq.M	60.7
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.M	85.9
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.M	86.9
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.M	82
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 work	Sq.M	111.6
13.82.3	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)	Sq.M	38.7
13.82.3 + 13.93.1	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) : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work	Sq.M	89.6
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 works	Sq.M	60
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.M	50.9
13.82.4	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.M	38.7
13.82.A	Painting one thin coat with white lead of approved brand and manufacture on wet or patchy portion of plastered surfaces.	Sq.M	33.4
13.82B.1	Finishing 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 work	Sq.M	89.8
13.82B.2	Finishing 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 work	Sq.M	91.4
13.83.1	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	Sq.M	53.8
13.83A.1	Applying a coat of mordant paint on G.S. sheet: 1with a solution of 38 gms of copper acetrate in a litre of soft water	Sq.M	12.4
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 water	Sq.M	66.2
13.83.A.2	Applying 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 water	Sq.M	12.4
13.84.1	Painting (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.M	11.4
13.84.2	Painting (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.M	16.2
13.84.3	Painting (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.M	21.5
13.84.4	Painting (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.M	32.1
13.85.1	Painting (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 pipes	Sq.M	5.2
13.85.2	Painting (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 pipes	Sq.M	7.3
13.85.3	Painting (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 pipes	M	9.7
13.85.4	Painting (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 pipes	M	14
13.86.1	Painting (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.	M	12.2
13.86.2	Painting (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.	M	17
13.86.3	Painting (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.	M	22.6
13.86.4	Painting (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.	M	33.7
13.87.1	Painting (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.	M	5.4
13.87.2	Painting (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.	M	7.8
13.87.3	Painting (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.	M	10.1
13.87.4	Painting (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.	M	14.6
13.88.1	Painting with oil type wood preservative of approved brand and manufacture: New work (two or more coats)	Sq.M	18.4
13.88.2	Painting with oil type wood preservative of approved brand and manufacture: Old work(one or more coats)	Sq.M	14.2
13.88A	Providing 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.M	214.6
13.89	Coal tarring two coats on new work using 0.16 and 0.12 litre coat sqm in the first coat and second coat respectively.	Sq.M	23.8
13.92.1	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work	Sq.M	56.8
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 primer	Sq.M	81.7
13.92.2	Wall painting with plastic emulsion paint of approved brand and manufacture to givje an even shade: One or more coats on Old work	Sq.M	36.4
13.93.1	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work	Sq.M	50.9
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.M	69.3
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.M	63.1
13.93.2	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: One or more coats on old work	Sq.M	29.9
13.94.1	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.	Sq.M	70.4
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.M	95.6
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 works	Sq.M	91.7
13.95.1	Painting with aluminium paint of approved brand and manufacture to give an even shade: Two or more coats on new work	Sq.M	42.5
13.95.2	Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work.	Sq.M	27.1
13.96.1	Painting 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.M	51
13.96.2	Painting 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.M	32.8
13.97.1	Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work.	Sq.M	39.3
13.97.2	Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work.	Sq.M	25.8
13.98.1	Floor painting with floor enamel paint of approved brand and manufactureof required colour to give an even shade: Two or more coats on new work	Sq.M	51.4
13.98.2	Floor 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.M	33.2
13.100.1	Varnishing 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.M	72.7
13.100.3	Varnishing with varnish of approved brand and manufacture: One or more coats with copal varnish.	Sq.M	30.2
13.100.4	Varnishing with varnish of approved brand and manufacture: Two more coats glue sizing with spar varnish or an under coat of flatting varnish.	Sq.M	73.9
13.100.6	Varnishing with varnish of approved brand and manufacture: One or more coats with sprit varnish.	Sq.M	30.8
13.101.1	French spirit polishing: Two or more coats on works including a coat of wood filler.	Sq.M	123.9
13.101.2	French spirit polishing: One or more coats on old work.	Sq.M	63.7
13.104.1	Polishing on wood work with ready made wax polish of approved brand and manufacture: New work	Sq.M	54
13.104.2	Polishing on wood work with ready made wax polish of approved brand and manufacture: Old work	Sq.M	27.3
13.105	Floor polishing on massonary or concrete floors with wax polish of approved brand and manufacture.	Sq.M	23.8
13.106	Lettering with black Japan paint of approved brand and manufacture.	1 letter of 1 cm hight	1.5
13.107	Re-lettering with black Japan paint of approved brand and manufacture.	1 letter of 1 cm hight	1
13.112	Washed 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.M	330.3
13.113.1	Forming 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.	M	18
13.113.2	Forming 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.	M	18.5
13.114	Extra 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.M	38.9
13.115	Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in coats).	Sq.M	29.9
13.116	Forming 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.	M	32.7
13.117	Extra for using white cement in place of ordinary cement in the top layer of the item washed stone grit plaster.	Sq.M	117.5
14.1.2	Repairs 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.M	150.1
14.2.1	Fixing 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 chowkhats	Each chaukhat	485.1
14.2.2	Fixing 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 chowkhats	Each chaukhat	283.5
14.2.3	Fixing 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 chowkhats	Each chaukhat	210.9
14.3.1	Making 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 door	Each chaukhat	607.8
14.3.2	Making 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 window	Each chaukhat	403.3
14.3.3	Making 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	254.7
14.4.1	Providing 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.	Each	66.7
14.4.3	Providing 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.	Each	60
14.4.5	Providing 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.	Each	48.2
14.4.7	Providing 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 screws	Each	41.5
14.4.8	Providing 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.	Each	29
14.4.9	Providing 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.	Each	29
14.5.2	Renewing glass panes, with putty and nails wherever necessary: Float glass panes weighting 10 kg/ Sqm (4mm thick glass)	Sq.M	621.6
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 windows	Sq.M	964.1
14.5.3	Renewing glass panes, with putty and nails wherever necessary: Float glass panes weighting 13.75 kg/ Sqm (5.5mm thick glass)	Sq.M	857.1
14.6.2	Renewing glass, with wooden fillets wherever necessary: Float glass panes weighting 10 kg/ sqm (4 mm thick)	Sq.M	705.8
14.6.3	Renewing glass, with wooden fillets wherever necessary: Float glass panes weighting 13.75 kg/ sqm (5.5 mm thick)	Sq.M	968
14.7.2	Renewing glass panes and refixing existing wooden fillets: Float glass panes weighting 10 kg/ sqm (4 mm thick)	Sq.M	611.3
14.7.3	Renewing glass panes and refixing existing wooden fillets: Float glass panes weighting 13.75 kg/ sqm (5.5 mm thick)	Sq.M	846.8
14.8.1	Supplying and fixing new wooden fillets wherever necessary: Second class teak wood fillets	Sq.M	23.9
14.8.3	Supplying and fixing new wooden fillets wherever necessary: Hollock wood fillets	Sq.M	19.1
14.9	Renewal of old putty of glass panes (length)	Metre	13.3
14.1	Refixing old glass panes with putty and nails	Sq.M	17.3
14.11	Fixing old glass panes with wooden fillets (excluding cost of fillets)	Sq.M	142.7
14.12	Providing 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 complete	Each	180.8
14.14.1	Replacing 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 thick	Sq.M	361
14.14.2	Replacing 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 thick	Sq.M	394.6
14.14.3	Replacing 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 thick	Sq.M	411.9
14.14.4	Replacing 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 thick	Sq.M	388.7
14.14.5	Replacing 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 thick	Sq.M	468
14.14.6	Replacing 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 thick	Sq.M	395.2
14.18.1	Renewing 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 battens	Cu.M	69293.5
14.19.1.1	Renewing 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 beams	Cu.M	74541.4
14.19.1.4	Renewing 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 beams	Cu.M	49237.6
14.19.2.1	Renewing 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 beams	Cu.M	75838.1
14.19.2.2	Renewing 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 beams	Cu.M	75592.5
14.21	Raking 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.M	15.1
14.29	Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compund and stacking.	kg	0.5
14.3	Fixing 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.	Metre	63.4
14.31	Renewing 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.	kg	82.2
15.1	Demolishing lime concrete and disposal of material within 50 metre lead.	Cu.M	180
15.2.1	Demolishing cement concrete including disposal of fmaterial within 50 metre lead: 1:3:6 or richer mix	Cu.M	511
15.2.2	Demolishing cement concrete including disposal of fmaterial within 50 metre lead: 1:4:8 or liner mix	Cu.M	316.7
15.3	Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:	Cu.M	741.6
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.M	991.3
15.4	Demolishing R.B. work including stacking of steel bars and disposal of funserviceable material within 50 metres lead:	Cu.M	666.3
15.5	Extra 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.	249.7
15.6	Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B.work	kg	1.9
15.7.1	Demolishing brick work including stacking of seviceable material and disposal of unserviceable material within 50 metres lead: In mud mortar	Cu.M	149.8
15.7.2	Demolishing brick work including stacking of seviceable material and disposal of unserviceable material within 50 metres lead: In lime mortar with old mugnal bricks	Cu.M	373.2
15.7.3	Demolishing brick work including stacking of seviceable material and disposal of unserviceable material within 50 metres lead: In lime mortar	Cu.M	180
15.7.4	Demolishing brick work including stacking of seviceable material and disposal of unserviceable material within 50 metres lead: In cement mortar	Cu.M	435.7
15.8.1	Removing 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 mortar	Cu.M	988.3
15.8.2	Removing 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 mortar	Cu.M	1139.7
15.8.3	Removing 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 mortar	Cu.M	1427.9
15.9.1	Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In lime mortar.	Cu.M	244.8
15.9.2	Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In cement mortar.	Cu.M	519.5
15.10.1	Desmantiling 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.M	309.4
15.10.2	Desmantiling 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.M	607.6
15.11.1	Removing mortar form stones and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): In lime mortar.	Cu.M	102.19
15.11.2	Removing mortar form stones and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): In cement mortar.	Cu.M	145.7
15.12.1	Desmantiling 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	Each	79.3
15.12.2	Desmantiling 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 sqm	Each	108.5
15.13.1	Taking out doors, windows and clerstory window shutters (steel or wood) including stacking within 50 metres lead: Of area 3 sqm and below	Each	30.8
15.13.2	Taking out doors, windows and clerstory window shutters (steel or wood) including stacking within 50 metres lead: Of area beyond 3 sqm	Each	40.6
15.14.1	Dismantilng 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.M	965.9
15.14.2	Dismantilng 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 cqm	M	3.9
15.15.1	Extra 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	128.1
15.15.2	Extra 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 cqm	M. Span	0.4
15.16.1	Extra 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.M	184.3
15.16.2	Extra 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.	M	0.7
15.17.1	Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in:R.S. Joists.	kg	0.7
15.17.2	Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in:Channels.angles, tees and flats.	kg	0.5
15.18	Dismantling 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.	kg	1.2
15.19	Dismantling steel work in built up sections without demembering and stacking within 50 metres lead	kg	0.8
15.2	Extra for dismantling trusses, rafters, purlins etc. Of steel work for every additional span of one metre or part thereof beyond 10 metres	kg	0.2
15.21	Extra for dismantling trusses, rafters, purlins etc. Of steel work for every additional height of one metre or part there of beyond 5 metres	kg	0.2
15.22	Extra for marking of structural steel work required to be reerected.	kg	0.9
15.23.1	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickneww of tiles 10mm to 25mm	Sq.M	16.1
15.23.2	Dismantling 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 mm	Sq.M	25
15.24	Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead.	Cu.M	283.8
15.25	Dismantling stone slab flooring laid in cement mortar including stacking of servieable material and disposal of unserviceable material within 50 metres lead.	Sq.M	55.9
15.26	Demolishing brick tiles covering in terracing including stacking f serviceable material and disposal of unserviceable material within 50 metres lead.	Sq.M	23.2
15.27	Demolishing mud phaska in terracing and disposal of material within 50 metres lead.	Cu.m	195.9
15.28.1	Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of: G.S. sheet.	Sq.M	35.2
15.28.2	Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of: Asbestos sheet.	Sq.M	16.5
15.29	Dismantling 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.	Cum	559.4
15.3	Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.	Sq.M	53.9
15.31	Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.	Sq.M	43.7
15.32	Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of servicable material and disposal of unserviceable material within 50 metres lead.	Sq.M	12
15.33	Dismantling wooden bailies in posts and struts including stacking within 50 metres lead	M	4.4
15.34.1	Dismantling 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	Each	50.7
15.34.2	Dismantling and stacking 50 metres lead . tencing posts or struts including all earth work and dismantling of concrete etc. in base of: R. C. C.	Each	54.67
15.35	Cutting bailies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead.	Each	3.4
15.36	Dismantling barbed wire or flexible roope in fencing including making rolls and stacking within 50metres lead.	Kg	7.6
15.37	Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead.	Sq.M	13.9
15.38	Dismantling expanded metal or R.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead.	Sq.M	16.1
15.39.1	Dismantling wooden boardings in lining of walls and partitions,excluding supporting members but including stacking within 50 metres lead: Upto 10 mm thick.	Sq.M	13.2
15.39.2	Dismantling 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.M	16.9
15.39.3	Dismantling 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.M	19.6
15.40.1	Dismantling precaste concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: Thickness upto 40mm	Cum	60.9
15.40.2	Dismantling precaste concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: Thickness above 40mm upto 75mm	Cum	91.2
15.41	Dismantling 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.M	12.1
15.42.1	Dismantling 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 .	M	16
15.42.2	Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead: 100 mm dia pipe.	M	16.5
15.42.3	Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead: 150 mm dia pipe.	M	17
15.43.1	Dismantling including stacking of serviceable material and disposal of unserviceable material within 50 metres lead: Water bound macadam road.	Sq.M	46
15.43.2	Dismantling including stacking of serviceable material and disposal of unserviceable material within 50 metres lead: Bituminous road.	Sq.M	90.4
15.45.1	Dismantling 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.	M	90.8
15.45.2	Dismantling 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.	M	125.9
15.45.3	Dismantling 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.	M	164.9
15.16.1	Dismantling 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.	M	163.8
15.46.2	Dismantling 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.	M	408.6
15.47.1	Dismantling 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.	M	68.5
15.47.2	Dismantling 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.	M	83.2
15.48	Taking 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.	Each	145.1
15.49	Taking 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 metres	Each	84.8
15.5	Dismantling 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.	Each	149.5
15.51	Dismantling 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 excavated	Each	198.9
15.52	Dismantling of flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.	Each	197.1
15.53	Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres: Upto 150 mm dia .	Nos.	70.2
15.53 L	Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres: Above 150 mm diameter .	Nos.	257.3
15.54	Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead	Nos.	157.2
15.55.1	Dismantling 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.	227.8
15.55.2	Dismantling 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.	349.4
15.55.3	Dismantling 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.	494.6
15.56	Dismantling 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.M	11.3
15.57	Dismantling 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.M	12.1
15.58	Providing 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	134.8
17.1.1	Providing 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 rests	Each	3035.4
17.1.1 - 17.18.1	Providing 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 rests. (Without Cistern)	Each	2154.1
17.1.2	Providing 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 rests	Each	6838.5
17.2.1	Providing 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 lid	Each	2953.5
17.2.2	Providing 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 lid	Each	2928.3
17.3.1	Providing 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 seat	Each	4470.3
17.3.2	Providing 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 seat	Each	4445.1
17.4.1	Providing 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 cistern	Each	2854.4
17.4.2	Providing 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 cistern	Each	4688.9
17.4.3	Providing 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	Each	6196.8
17.4.4	Providing 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 cistern	Each	8560.9
17.5.1	Providing 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 cistern	Each	5396.6
17.5.2	Providing 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	Each	8610.9
17.5.3	Providing 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	Each	11494.7
17.5.4	Providing 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	Each	14236.5
17.6.1	Providing 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 cistern	Each	3392.3
17.6.2	Providing 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 cistern	Each	5027.5
17.6.3	Providing 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 cistern	Each	6686.6
17.6.4	Providing 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 cistern	Each	8202.5
17.7.1	Providing 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 taps	Each	2120.3
17.7.2	Providing 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 tap	Each	1838.2
17.7.3	Providing 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 taps	Each	1899.9
17.7.4	Providing 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 tap	Each	1617.9
17.7.5	Providing 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	Each	1838.2
17.7.6	Providing 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	Each	1460.4
17.7.7	Providing 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 tap	Each	1460.4
17.7.8	Providing 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 levers	Each	3826.6
17.7.9	Providing 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 marked	Each	2927.5
17.7.10	Providing 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	Each	3255
17.7.11	Providing 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	Each	3003.1
17.8	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.	Each	1053.9
17.9.1	Providing 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	Each	2391.2
17.10.1.1	Providing 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 mm	Each	7269.2
17.10.1.2	Providing 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 mm	Each	6973.2
17.10.1.3	Providing 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 mm	Each	6091.7
17.10.1.4	Providing 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 mm	Each	4517.5
17.10.2.1	Providing 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 mm	Each	4497.9
17.10.2.2	Providing 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 mm	Each	4069.7
17.10.2.3	Providing 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 mm	Each	3156.7
17.11.1	Providing 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 mm	Each	2158.2
17.11.2	Providing 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 mm	Each	3046
17.12.1	Providing 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 mm	Each	997
17.13.1	Providing and fixing white vitreous china water closet squatting pan (Indian type) : Long pattern W.C. pan of size 580 mm	Each	879.3
17.13.2	Providing and fixing white vitreous china water closet squatting pan (Indian type) :Orissa pattern W.C. pan of size 580x440 mm	Each	1294.9
17.14.1	Extra for using coloured W.C. pan instead of white W.C. pan :Orissa pattern W.C. pan 580x440 mm	Each	680
17.15	Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan.	Each	1194.1
17.16	type)with low level cistern of same colour instead of white vitreous china W.C pan and cistern.	Each	1567.9
17.17.1	Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet : 250x130x30 mm	Each	160.8
17.17.2	Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet : 250x125x25 mm	Each	160.8
17.18.1	Providing 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 - White	Each	881.3
17.18.2	Providing 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 - coloured	Each	941.9
17.19.1	Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete:10 litre (full flush) capacity-white	Each	1513.6
17.19.2	Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete:10 litre (full flush) capacity-coloured	Each	2174.8
17.20.1	Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :White solid plastic seat with lid	Each	444.2
17.20.2	Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :Black solid plastic seat with lid	Each	419
17.20.3	Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :Coloured (other than black & white) solid plastic seat with lid	Each	721.2
17.21	Delited
17.22	Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.	Each	110.4
17.23	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.	Each	794.8
17.24	Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.	Each	1520.8
17.25.1	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Flat back wash basin of size 630x450 mm	Each	1048.2
17.25.2	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Flat back wash basin of size 550x400 mm	Each	827.8
17.25.3	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Angle back wash basin of size 600x480 mm	Each	1048.2
17.25.4	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Angle back wash basin of size 400x400 mm	Each	670.4
17.25.5	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Flat back wash basin of size 450x300 mm	Each	670.4
17.25.6	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Surgeon type wash basin of size 660x460 mm	Each	1520.4
17.26.1	Providing and fixing kitchen sink including making all connections excluding cost of fittings:White glazed fire clay sink of size 600x450x250 mm	Each	1809.4
17.27.1	Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings :Size 450x300x150 mm	Each	1142
17.27.2	Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings :Size 600x450x200 mm	Each	2029.8
17.28.1.1	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Semi rigid pipe:32 mm dia	Each	81.1
17.28.1.2	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Semi rigid pipe:40 mm dia	Each	87.4
17.28.2.1	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Flexible pipe:32 mm dia	Each	78.6
17.28.2.2	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Flexible pipe:40 mm dia	Each	81.1
17.29	Providing and fixing 100 mm sand cast Iron grating for gully	Each	31.5
17.3	Providing and fixing in positiontr a2p5. mm diameter mosquito proof coupling of approved municipal design.	Each	41.7
17.31	Providing 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.	Each	694.4
17.32.1	Providing 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 dia	Each	812.9
17.32.2	Providing 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 mm	Each	643.4
17.32.3	Providing 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)	Each	704.1
17.32.4	Providing 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	Each	1298.7
17.33	Providing 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.	Each	478.3
17.34.1	Providing and fixing toilet paper holder :C.P. brass	Each	318.1
17.34.2	Providing and fixing toilet paper holder :Vitreous china	Each	304.2
17.35.1.1	Providing and fixing soil, waste and vent pipes :100 mm dia :Sand cast iron S&S pipe as per IS: 1729	M	912.3
17.35.1.2	Providing and fixing soil, waste and vent pipes :Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989	M	1017.7
17.35.2.1	Providing and fixing soil, waste and vent pipes :75 mm diameter :Sand cast iron S&S pipe as per IS: 1729	M	752.9
17.35.2.2	Providing and fixing soil, waste and vent pipes :Centrifugally cast (spun) iron socketed pipe as per IS: 3989	M	795.6
17.36.1	Providing 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 pipe	Each	39.6
17.36.2	Providing 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 pipe	Each	46.7
17.37.1	Providing 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	Each	100.9
17.37.2	Providing 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	Each	98.3
17.38.1.1	Providing 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 - 1729	Each	368.9
17.38.1.2	Providing 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 - 3989	Each	416.7
17.38.2.1	Providing 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 - 1729	Each	293.8
17.38.2.2	Providing 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 - 3989	Each	344.2
17.39.1.1	Providing and fixing plain bend of required degree:100 mm dia:Sand cast iron S&S as per IS - 1729	Each	469.6
17.39.1.2	Providing and fixing plain bend of required degree:100 mm dia:Sand cast iron S&S as per IS - 3989	Each	362.6
17.39.2.1	Providing and fixing plain bend of required degree:75 mm dia:Sand cast iron S&S as per IS - 1729	Each	293.8
17.39.2.2	Providing and fixing plain bend of required degree:75 mm dia:Sand cast iron S&S as per IS - 3989	Each	344.2
17.40.1.1	Providing and fixing heel rest sanitary bend:100 mm dia:Sand cast iron S&S as per IS - 1729	Each	343.7
17.40.1.2	Providing and fixing heel rest sanitary bend:100 mm dia:Sand cast iron S&S as per IS - 3989	Each	401.6
17.40.2.1	Providing and fixing heel rest sanitary bend:75 mm dia:Sand cast iron S&S as per IS - 1729	Each	300.1
17.40.2.2	Providing and fixing heel rest sanitary bend:75 mm dia:Sand cast iron S&S as per IS - 3989	Each	337.9
17.41.1.1	Providing 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 - 1729	Each	743.9
17.41.1.2	Providing 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 - 3989	Each	825.7
17.41.2.1	Providing 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 - 1729	Each	577.1
17.41.2.2	Providing 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 - 3989	Each	646.4
17.42.1.1	Providing and fixing double equal plain junction of required degree :100x100x100x100 mm:Sand cast iron S&S as per IS - 1729	Each	683.7
17.42.1.2	Providing and fixing double equal plain junction of required degree:100x100x100x100 mm:Sand cast iron S&S as per IS - 3989	Each	809.6
17.42.2.1	Providing and fixing double equal plain junction of required degree :75x75x75x75 mm:Sand cast iron S&S as per IS - 1729	Each	458.8
17.42.2.2	Providing and fixing double equal plain junction of required degree :75x75x75x75 mm:Sand cast iron S&S as per IS - 3989	Each	604.8
17.43.1.1	Providing 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 - 1729	Each	525
17.43.1.2	Providing 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 - 3989	Each	674.9
17.43.2.1	Providing 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 - 1729	Each	392
17.43.2.2	Providing 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 - 3989	Each	511.7
17.44.1.1	Providing and fixing single equal plain junction of required degree :100x 100x100x100 mm:Sand cast iron S&S as per IS - 1729	Each	595.6
17.44.1.2	Providing and fixing single equal plain junction of required degree : 100x100x100x100 mm:Sand cast iron S&S as per IS - 3989	Each	623.3
17.44.2.1	Providing and fixing single equal plain junction of required degree :75x75x75x75 mm:Sand cast iron S&S as per IS - 1729	Each	356.8
17.44.2.2	Providing and fixing single equal plain junction of required degree :75x75x75x75 mm:Sand cast iron S&S as per IS - 3989	Each	438.6
17.45.1.1	Providing 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	Each	744.2
17.45.1.2	Providing 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	Each	1122
17.46.1.1	Providing and fixing double unequal plain junction of required degree :100x100x75x75 mm : Sand cast iron S&S as per IS - 1729	Each	721.5
17.46.1.2	Providing and fixing double unequal plain junction of required degree :100x100x75x75 mm : Sand cast iron S&S as per IS - 3989	Each	1036.3
17.47.1.1	Providing 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 - 1729	Each	555.3
17.47.1.2	Providing 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 - 3989	Each	857.5
17.48.1.1	Providing and fixing single unequal plain junction of required degree :100x100x75 mm : Sand cast iron S&S as per IS - 1729	Each	494.8
17.48.1.2	Providing and fixing single unequal plain junction of required degree :100x100x75 mm : Sand cast iron S&S as per IS - 3989	Each	746.7
17.49.1.1	Providing and fixing double equal plain invert branch of required degree :100x100x75x75 mm : Sand cast iron S&S as per IS - 1729	Each	721.5
17.49.1.2	Providing and fixing double equal plain invert branch of required degree:100x100x75x75 mm : Sand cast iron S&S as per IS - 3989	Each	696.3
17.49.2.1	Providing and fixing double equal plain invert branch of required degree:100x100x75x75 mm : Sand cast iron S&S as per IS - 1729	Each	539.4
17.49.2.2	Providing and fixing double equal plain invert branch of required degree:100x100x75x75 mm : Sand cast iron S&S as per IS - 3989	Each	558.2
17.50.1.1	Providing and fixing single equal plain invert branch of required degree :100x100x100 mm :Sand cast iron S&S as per iron 1729	Each	545.2
17.50.1.2	Providing and fixing single equal plain invert branch of required degree :100x100x100 mm :Sand cast iron S&S as per IS - 3989	Each	564.1
17.50.2.1	Providing and fixing single equal plain invert branch of required degree :75x75x75 mm :Sand cast iron S&S as per iron 1729	Each	426
17.50.2.2	Providing and fixing single equal plain invert branch of required degree :75x75x75 mm :Sand cast iron S&S as per IS - 3989	Each	429.8
17.51.1.1	Providing and fixing double unequal invert branch of required degree :100x100x75x75 mm:Sand cast iron S&S as per IS - 1729	Each	746.7
17.51.1.2	Providing and fixing double unequal invert branch of required degree :100x100x75x75 mm:Sand cast iron S&S as per IS - 3989	Each	941.9
17.52.1.1	Providing and fixing single unequal plain invert branch of required degree :100x100x75 mm:Sand cast iron S&S as per IS - 1729	Each	652.2
17.52.1.2	Providing and fixing single unequal plain invert branch of required degree :100x100x75 mm:Sand cast iron S&S as per IS - 3989	Each	715.2
17.53.1.1	Providing and fixing sand cast iron S&S off sets as per IS: 1729:76 mm off sets:With 75 mm dia pipe	Each	297.6
17.53.1.2	Providing and fixing sand cast iron S&S off sets as per IS: 1729:76 mm off sets:With 100 mm dia pipe	Each	480.2
17.53.2.1	Providing and fixing sand cast iron S&S off sets as per IS: 1729:114 mm off sets:With 75 mm dia pipe	Each	406.7
17.53.2.2	Providing and fixing sand cast iron S&S off sets as per IS: 1729:114 mm off sets:With 100 mm dia pipe	Each	511.2
17.53.3.1	Providing and fixing sand cast iron S&S off sets as per IS: 1729:152 mm off sets:With 75 mm dia pipe	Each	489.1
17.53.3.2	Providing and fixing sand cast iron S&S off sets as per IS: 1729:152 mm off sets:With 100 mm dia pipe	Each	623.9
17.54.1.1	Providing and fixing sand cast iron S&S off sets as per IS: 3989 :75 mm off sets:With 75 mm dia pipe	Each	306.4
17.54.2.1	Providing and fixing sand cast iron S&S off sets as per IS: 3989 :150 mm off sets:With 75 mm dia pipe	Each	393.3
17.54.2.2	Providing and fixing sand cast iron S&S off sets as per IS: 3989 :150 mm off sets:With 100 mm dia pipe	Each	525.6
17.55.1.1	Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :100 mm:Sand cast iron S&S as per IS - 1729	Each	555.3
17.55.1.2	Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :100 mm:Sand cast iron S&S as per IS - 3989	Each	555.3
17.55.2.1	Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :75 mm:Sand cast iron S&S as per IS - 1729	Each	388.2
17.55.2.2	Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :75 mm:Sand cast iron S&S as per IS - 3989	Each	388.2
17.56.1.1	Providing and fixing terminal guard :100 mm :Sand cast iron S&S as per IS - 1729	Each	268.1
17.56.1.2	Providing and fixing terminal guard :100 mm :Sand cast iron S&S as per IS - 3989	Each	469.6
17.56.2.1	Providing and fixing terminal guard :75 mm :Sand cast iron S&S as per IS - 1729	Each	213.2
17.56.2.2	Providing and fixing terminal guard :75mm :Sand cast iron S&S as per IS - 3989	Each	400.8
17.57.1.1	Providing and fixing collar :100 mm :Sand cast iron S&S as per IS - 1729	Each	209
17.57.1.2	Providing and fixing collar :100 mm :Sand cast iron S&S as per IS - 3989	Each	322.1
17.57.2.1	Providing and fixing collar :75 mm :Sand cast iron S&S as per IS - 1729	Each	165.3
17.57.2.2	Providing and fixing collar :75mm :Sand cast iron S&S as per IS - 3989	Each	237.1
17.58.1	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :100 mm	Each	209.4
17.58.2	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :75 mm	Each	178.9
17.58.3	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :50 mm	Each	144.3
17.59.1	Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :100 mm	Each	72.9
17.59.2	Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :75 mm	Each	60.8
17.59.3	Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :50 mm	Each	55.5
17.60.1.1	Providing 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: 3989	Each	837.7
17.60.1.2	Providing 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: 1729	Each	636.2
17.60.2.1	Providing 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: 3989	Each	879.2
17.60.2.2	Providing 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: 1729	Each	564.4
17.61.1	Cutting 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 dia	M	206.4
17.61.2	Cutting 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 dia	M	148.4
17.61.3	Cutting 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 dia	M	95.3
17.62	Painting 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 work	Each	309.1
17.63	Re-painting C.I. cistern with bitumastic or any other anticorrosive paint inside and white paint on the outside surface of the cistern,	Each	230.3
17.64	Repainting 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.	Each	94
17.65.1	Painting 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	M	28.7
17.65.2	Painting 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	M	24.6
17.66.1	Repainting 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 pipe	M	16
17.66.2	Repainting 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 pipe	M	12
17.67	Repainting bath tub of size 1700x730x430 mm with enamel	Each	322.2
17.68.1	Providing 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.	Each	6288.7
17.69.1	Providing 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 gms	Each	107.5
17.69.2	Providing 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 gms	Each	123.9
17.70.1	Providing 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	Each	442.5
17.70.2	Providing 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	Each	477.8
17.71	Providing 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.	Each	197
17.72	Providing 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.	Each	189.4
17.73.1	Providing 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 gms	Each	375.4
17.73.2	Providing 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	Each	418.2
17.74	Providing 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.	Each	458.5
17.75	Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms.	Each	174.4
17.76.1	Providing 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.	Each	168.3
17.77.1	Providing 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)	Each	182
17.77.2	Providing 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)	Each	222.6
17.77.3	Providing 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)	Each	263.2
17.78	Providing 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),	Each	10248.9
17.79	Providing & 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.	Each	23449.3
17.8	Peroaviding 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.	Each	17908.3
18.1.1	Providing 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	M	197.5
18.1.2	Providing 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	M	250.8
18.1.3	Providing 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	M	312.2
18.1.4	Providing 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	M	393.1
18.1.5	Providing 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	M	630.1
18.1.6	Providing 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	M	687.4
18.2.1	Providing 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	M	302.2
18.2.2	Providing 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) pipe	M	368.3
18.2.3	Providing 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) pipe	M	445.4
18.2.4	Providing 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) pipe	M	544.6
18.3.1	Providing 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	M	190.6
18.3.2	Providing 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	M	239.8
18.3.3	Providing 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	M	297
18.3.4	Providing 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	M	370.7
18.3.5	Providing 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	M	597.8
18.3.6	Providing 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	M	655.1
18.4.1	Providing 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 OD	M	102.5
18.4.2	Providing 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 OD	M	139.4
18.4.3	Providing 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 OD	M	194.4
18.4.4	Providing 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 OD	M	290
18.4.5	Providing 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 OD	M	422.2
18.4.6	Providing 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 OD	M	618.7
18.5.1	Providing 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 OD	M	174.4
18.5.2	Providing 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 OD	M	218.5
18.5.3	Providing 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 OD	M	286.8
18.5.4	Providing 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 OD	M	405.8
18.6.1	Providing 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)	M	95.7
18.6.2	Providing 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)	M	122
18.6.3	Providing 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)	M	182.3
18.6.4	Providing 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)	M	270.7
18.6.5	Providing 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)	M	389.9
18.6.6	Providing 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)	M	586.3
18.6.7	Providing 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)	M	890.8
18.6.8	Providing 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)	M	1196.9
18.6.9	Providing 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)	M	1812.6
18.6.10	Providing 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)	M	2032
18.6.11	Providing 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)	M	4196.5
18.7.1	Providing 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 Pipes	M	136.2
18.7.2	Providing 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 Pipes	M	161.6
18.7.3	Providing 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 Pipes	M	205.8
18.7.4	Providing 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 Pipes	M	270.3
18.7.5	Providing 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 Pipes	M	376.4
18.7.6	Providing 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 Pipes	M	564.7
18.8.1	Providing 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 Pipes	M	241
18.8.2	Providing 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 Pipes	M	269.6
18.8.3	Providing 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 Pipes	M	329.1
18.8.4	Providing 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 Pipes	M	406.3
18.9.1	Providing 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 Pipes	M	125.1
18.9.2	Providing 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 Pipes	M	146.4
18.9.3	Providing 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 Pipes	M	193.8
18.9.4	Providing 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 Pipes	M	251.1
18.9.5	Providing 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 Pipes	M	344
18.9.6	Providing 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 Pipes	M	532.3
18.9.7	Providing 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 Pipes	M	1540.7
18.9.8	Providing 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 Pipes	M	2179.2
18.9.9	Providing 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 Pipes	M	3014.3
18.9.10	Providing 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 Pipes	M	3623.6
18.10.1	Providing 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 bore	M	166.9
18.10.2	Providing 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 bore	M	207.3
18.10.3	Providing 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 bore	M	270.2
18.10.4	Providing 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 bore	M	320.6
18.10.5	Providing 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 bore	M	395.5
18.10.6	Providing 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 bore	M	491.1
18.11.1	Providing 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 bore	M	222.2
18.11.2	Providing 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 bore	M	287.2
18.12.1	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:15 mm dia nominal bore	M	145.6
18.12.2	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:20 mm dia nominal bore	M	177.7
18.12.3	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:25 mm dia nominal bore	M	232.6
18.12.4	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:32 mm dia nominal bore	M	271.3
18.12.5	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:40 mm dia nominal bore	M	326.2
18.12.6	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:50 mm dia nominal bore	M	397
18.12.7	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:65 mm dia nominal bore	M	523.4
18.12.8	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:80 mm dia nominal bore	M	645.7
18.13.1	Making 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 bore	Each	250.2
18.13.2	Making 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 bore	Each	622.9
18.14	Fixing 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).	Each	193.5
18.15.1	Providing and fixing brass bib cock of approved quality :15 mm nominal bore	Each	281.7
18.15.2	Providing and fixing brass bib cock of approved quality :20 mm nominal bore	Each	303.6
18.16.1	Providing and fixing brass stop cock of approved quality :15 mm nominal bore	Each	281.7
18.16.2	Providing and fixing brass stop cock of approved quality :20 mm nominal bore	Each	372.9
18.17.1	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore	Each	463.8
18.17.2	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore	Each	542.4
18.17.3	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore	Each	633.3
18.17.4	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore	Each	812.4
18.17.5	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore	Each	1394.5
18.17.6	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore	Each	2080.4
18.18.1	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore.	Each	310.5
18.18.2	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore.	Each	441.5
18.18.3	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore.	Each	484.4
18.19.1.1	Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore:Horizontal	Each	444.4
18.19.1.2	Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore:Vertical	Each	482.2
18.19.2.1	Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:Horizontal	Each	598.3
18.19.2.2	Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:Vertical	Each	686.5
18.19.3.1	Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal bore:Horizontal	Each	739.6
18.19.3.2	Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal bore:Vertical	Each	978.9
18.19.4.1	Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore:Horizontal	Each	1070.1
18.19.4.2	Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore:Vertical	Each	1309.4
18.19.5.1	Providing and fixing gun metal non- return valve of approved quality (screwed end) :65 mm nominal bore:Horizontal	Each	1916.6
18.19.5.2	Providing and fixing gun metal non- return valve of approved quality (screwed end) :65 mm nominal bore:Vertical	Each	2193.7
18.19.6.1	Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm nominal bore:Horizontal	Each	2713.1
18.19.6.2	Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm nominal bore:Vertical	Each	3682.7
18.20.1	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :15 mm nominal bore	Each	262.4
18.20.2	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :20 mm nominal bore	Each	281.8
18.20.3	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :25 mm nominal bore	Each	365.4
18.21.1.1	Providing and fixing uplasticised PVC connection pipe with brass ions : 30 cm length :15 mm nominal bore	Each	63.9
18.21.1.2	Providing and fixing uplasticised PVC connection pipe with brass ions :: 30 cm length :20 mm nominal bore	Each	70.2
18.21.2.1	Providing and fixing uplasticised PVC connection pipe with brass ions : 45 cm length :15 mm nominal bore	Each	72.9
18.21.2.2	Providing and fixing uplasticised PVC connection pipe with brass ions : 45 cm length :20 mm nominal bore	Each	89.3
18.22.1	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :100 mm diameter	Each	77.4
18.22.2	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter	Each	92.8
18.23	Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe).	Quintal	81.1
18.24	Laying in position S&S or flanged C.I. special such as tees,bends,collars, tapers and caps etc.(excluding cost of specials).	Quintal	206.3
18.25.1	Providing and laying S&S C.I. standard specials such as tees, bends,collars, tapers, caps etc. (Heavy class) :Up to 300 mm dia	Quintal	4751
18.25.2	Providing and laying S&S C.I. standard specials such as tees, bends,collars, tapers, caps etc. (Heavy class) :Over 300 mm dia	Quintal	4904.3
18.26.1	Providing 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 dia	Quintal	7171.1
18.26.2	Providing 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 dia	Quintal	2410.9
18.27.1	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :100 mm dia pipe	M	1152.2
18.27.2	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :125 mm dia pipe	M	1435
18.27.3	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :150 mm dia pipe	M	1730.7
18.27.4	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :200 mm dia pipe	M	2942
18.27.5	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :250 mm dia pipe	M	3840
18.27.6	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :300 mm dia pipe	M	5179.6
18.27.7	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :350 mm dia pipe	M	6209.5
18.27.8	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :400 mm dia pipe	M	8186.2
18.27.9	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :450 mm dia pipe	M	9912.8
18.27.10	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :500 mm dia pipe	M	11507.8
18.27.11	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :600 mm dia pipe	M	16098
18.28.1	Providing 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 pipe	Each	132.2
18.28.2	Providing 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 pipe	Each	192.9
18.28.3	Providing 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 pipe	Each	198.5
18.28.4	Providing 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 pipe	Each	262.5
18.28.5	Providing 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 pipe	Each	327.9
18.28.6	Providing 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 pipe	Each	395.9
18.28.7	Providing 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 pipe	Each	414.9
18.28.8	Providing 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 pipe	Each	534.8
18.28.9	Providing 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 pipe	Each	598.1
18.28.10	Providing 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 pipe	Each	634.1
18.28.11	Providing 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 pipe	Each	847.6
18.29	Supplying pig lead at site of work.	Quintal	11344.6
18.30.1	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 80 mm diameter pipe	Each	105.6
18.30.2	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 100 mm diameter pipe	Each	180
18.30.3	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 125 mm diameter pipe	Each	182.5
18.30.4	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 150 mm diameter pipe	Each	217.7
18.30.5	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 200 mm diameter pipe	Each	224
18.30.6	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 250 mm diameter pipe	Each	343.8
18.30.7	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 300 mm diameter pipe	Each	350.1
18.30.8	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 350 mm diameter pipe	Each	487.1
18.30.9	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 400 mm diameter pipe	Each	718.2
18.30.10	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 450 mm diameter pipe	Each	893.1
18.30.11	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 500 mm diameter pipe	Each	1021.4
18.30.12	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 600 mm diameter pipe	Each	1201.6
18.31.1.1	Providing 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	Each	3491.3
18.31.1.2	Providing 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	Each	4147
18.31.2.1	Providing 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	Each	3761.7
18.31.2.2	Providing 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	Each	4692.5
18.31.3.1	Providing 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	Each	5146.4
18.31.3.2	Providing 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	Each	6062.2
18.31.4.1	Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, ru bber insertions etc. (the tail pieces if required will be paid separately) :200 mm diameter:Class I	Each	10190.4
18.31.4.2	Providing 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 II	Each	12414.7
18.31.5.1	Providing 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	Each	14955.4
18.31.5.2	Providing 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	Each	19888.4
18.31.6.1	Providing 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 I	Each	20813
18.31.6.2	Providing 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	Each	24740.4
18.32.1	Constructing 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	Each	922.7
18.33.1	Constructing 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	Each	5477.7
18.34.1	Constructing 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	Each	10057.3
18.35.1	Constructing 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 100A	Each	13830.8
18.36.1	Constructing 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 100A	Each	5574.2
18.37.1	Constructing 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 100A	Each	5097.8
18.38.1	Painting 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 pipe	M	7.7
18.38.2	Painting 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 pipe	M	9
18.38.3	Painting 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 pipe	M	12
18.38.4	Painting 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 pipe	M	14
18.38.5	Painting 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 pipe	M	16.7
18.38.6	Painting 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 pipe	M	19.4
18.39.1	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :15 mm diameter pipe	M	3.7
18.39.2	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :20 mm diameter pipe	M	4.2
18.39.3	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :25 mm diameter pipe	M	5.5
18.39.4	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :32 mm diameter pipe	M	6.3
18.39.5	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :40 mm diameter pipe	M	7.4
18.39.6	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :50 mm diameter pipe	M	8.5
18.40.1	Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :15 mm diameter pipe	M	4.4
18.40.2	Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :20 mm diameter pipe	M	5
18.40.3	Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :25 mm diameter pipe	M	6.5
18.40.4	Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :32mm diameter pipe	M	7.5
18.40.5	Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :40 mm diameter pipe	M	8.6
18.40.6	Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :50 mm diameter pipe	M	10
18.40.7	Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :65 mm diameter pipe	M	12.3
18.40.8	Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality :80 mm diameter pipe	M	14
18.41.1	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :15 mm diameter pipe	M	13.7
18.41.2	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :20 mm diameter pipe	M	13.9
18.41.3	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :25 mm diameter pipe	M	14.2
18.41.4	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :32 mm diameter pipe	M	14.6
18.41.5	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :40 mm diameter pipe	M	14.8
18.41.6	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :50 mm diameter pipe	M	15.3
18.41.7	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :65 mm diameter pipe	M	24.2
18.41.8	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :80 mm diameter pipe	M	25
18.41.9	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :100 mm diameter pipe	M	26.4
18.41.10	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :150 mm diameter pipe	M	39.4
18.42.1	Boring 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.	M	224.2
18.42.2	Boring 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 depth	M	266.9
18.42.3	Boring 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 depth	M	311.7
18.43	Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.	M	591.4
18.44	Providing and fixing to filter and lowering to proper levels 40 mm G.I.pipe for tube well including cleaning and priming the tube well.	M	312
18.45	Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all	Each	912.3
18.46.1	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :15 mm nominal bore	Each	129.7
18.46.2	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :20 mm nominal bore	Each	154.9
18.46.3	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :25 mm nominal bore	Each	167.5
18.46.4	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :32 mm nominal bore	Each	211.5
18.46.5	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :40 mm nominal bore	Each	293.4
18.46.6	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :50 mm nominal bore	Each	358
18.46.7	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :65 mm nominal bore	Each	622.5
18.46.8	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :80 mm nominal bore	Each	723.2
18.47.1	Providing 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 bore	Each	242.7
18.47.2	Providing 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 bore	Each	267.9
18.47.3	Providing 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 bore	Each	280.5
18.47.4	Providing 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 bore	Each	324.6
18.47.5	Providing 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 bore	Each	406.4
18.47.6	Providing 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 bore	Each	512.2
18.47.7	Providing 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 bore	Each	776.6
18.47.8	Providing 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 bore	Each	877.4
18.48	Providing 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	6.8
18.49	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 .	Each	497
18.50.1	Providing 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 bore	Each	862.1
18.51.1	Providing 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 bore	Each	660.6
18.52.1	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931:15 mm nominal bore	Each	670.7
18.53.1	Providing 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 bore	Each	549.3
18.54.1	Providing and fixing PTMT bib cock of approved quality and colour:15mm nominal bore, 86 mm long, weighing not less than 88 gms.	Each	143.1
18.54.2	Providing and fixing PTMT bib cock of approved quality and colour:15 mm nominal bore, 122mm long, weighing not less than 99 gms.	Each	193.5
18.54.3	Providing and fixing PTMT bib cock of approved quality and colour:15 mm nominal bore, 165 mm long, weighing not less than 110 gms.	Each	218.7
18.54.4	Providing and fixing PTMT bib cock of approved quality and colour:15mm nominal bore, 90 mm long, weighing not less than 93 gms.	Each	199.8
18.55.1	Providing and fixing PTMT stop cock of approved quality and colour:15 mm nominal bore, 86 mm long, weighing not less than 88 gms.	Each	143.1
18.55.2	Providing and fixing PTMT stop cock of approved quality and colour:20 mm nominal bore, 89 mm long, weighing not less than 88 gms.	Each	180.9
18.55.3	Providing 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.	Each	216.2
18.56.1	Providing and fixing PTMT pillar cock of approved quality and colour :15 mm nominal bore, 107 mm long, weighing not less than 110 gms.	Each	221.8
18.56.2	Providing and fixing PTMT pillar cock of approved quality and colour :15 mm nominal bore, 125 mm long foam flow,weighing not less than 120 gms	Each	303.6
18.57.1	Providing and fixing PTMT, push cock of approved quality and colour:15 mm nominal bore, 98 mm long, weighing not less than 75 gms.	Each	130.5
18.57.2	Providing and fixing PTMT, push cock of approved quality and colour:15 mm nominal bore, 80 mm long, weighing not less than 46 gms.	Each	118
18.58.1.1	Providing and fixing PTMT grating of approved quality and colour:Circular type:100 mm nominal dia.	Each	47.9
18.58.1.2	Providing and fixing PTMT grating of approved quality and colour:Circular type:125 mm nominal dia.	Each	61.8
18.58.2.1	Providing 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.	Each	162.5
18.59.1	Providing 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 dia	Each	5156.7
18.59.2	Providing 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 dia	Each	6563.8
18.59.3	Providing 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 dia	Each	8771.5
18.60.1	Providing 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.	Each	3329.9
18.60.2	Providing 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.	Each	4982.8
18.60.3	Providing 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.	Each	7311.6
18.60.4	Providing 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.	Each	7938.1
18.61.1	Providing 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 dia	Each	3908.7
18.61.2	Providing 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 dia	Each	6317.2
18.61.3	Providing 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 dia	Each	7998.6
18.61.4	Providing 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 dia	Each	11194.1
18.62.1	Providing 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 gms	Each	214.8
18.62.2	Providing 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 gms	Each	303
18.62.3	Providing 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 gms	Each	597.7
18.62.4	Providing 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 gms	Each	1051.1
18.62.5	Providing 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 gms	Each	1517.1
18.63	Providing and fixing PTMT angle stop cock 15 mm nominal bore,weighing not less than 85 gms	Each	180.9
18.64	Providing and fixing PTMT swivelling shower, 15 mm nominal bore,	Each	124
18.65	Providing 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.	Each	165.6
18.66.1	Providing 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 dia	Quintal	7080.7
18.66.2	Providing 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 dia	Quintal	10543.9
18.67.1	Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 :Up to 300 mm dia	Quintal	11551.3
18.67.2	Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 :Above 300 mm dia	Quintal	12181
18.68.1	Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :Up to 600 mm dia	Quintal	16588.6
18.68.2	Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :Above 600 mm dia	Quintal	22885.2
18.69.1	Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Up to 600 mm dia	Quintal	17470.1
18.69.2	Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Above 600 mm dia	Quintal	24963.1
18.70.1	Providing 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 pipes	Joint	53.3
18.70.2	Providing 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 pipes	Joint	77.6
18.70.3	Providing 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 pipes	Joint	122.8
18.70.4	Providing 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 pipes	Joint	147.8
18.70.5	Providing 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 pipes	Joint	204.3
18.70.6	Providing 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 pipes	Joint	225.7
18.70.7	Providing 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 pipes	Joint	381.5
18.70.8	Providing 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 pipes	Joint	441.8
18.70.9	Providing 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 pipes	Joint	478.3
18.70.10	Providing 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 pipes	Joint	607.4
18.70.11	Providing 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 pipes	Joint	876.8
18.70.12	Providing 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 pipes	Joint	1021.6
18.70.13	Providing 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 pipes	Joint	1125.6
18.70.14	Providing 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 pipes	Joint	1457.6
18.70.15	Providing 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 pipes	Joint	1729.3
18.71.1	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :100 mm dia C.I. Double Flanged Pipe	M	1756.2
18.71.2	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :150 mm dia C.I. Double Flanged Pipe	M	2747.9
18.71.3	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :200 mm dia C.I. Double Flanged Pipe	M	4340.7
18.71.4	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :250 mm dia C.I. Double Flanged Pipe	M	5243
18.71.5	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :300 mm dia C.I. Double Flanged Pipe	M	6701
18.71.6	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :350 mm dia C.I. Double Flanged Pipe	M	7870.9
18.71.7	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :400 mm dia C.I. Double Flanged Pipe	M	10927.3
18.71.8	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :450 mm dia C.I. Double Flanged Pipe	M	13920.4
18.71.9	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :500 mm dia C.I. Double Flanged Pipe	M	17297.1
18.71.10	Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :600 mm dia C.I. Double Flanged Pipe	M	23976.5
18.72.1	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :100 mm dia Ductile Iron Class K-7 pipes	M	991.2
18.72.2	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :150 mm dia Ductile Iron Class K-7 pipes	M	1433.5
18.72.3	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :200 mm dia Ductile Iron Class K-7 pipes	M	1983.8
18.72.4	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :250 mm dia Ductile Iron Class K-7 pipes	M	2687
18.72.5	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :300 mm dia Ductile Iron Class K-7 pipes	M	3704.3
18.72.6	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :350 mm dia Ductile Iron Class K-7 pipes	M	4410.1
18.72.7	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :400 mm dia Ductile Iron Class K-7 pipes	M	5144.5
18.72.8	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :450 mm dia Ductile Iron Class K-7 pipes	M	6214.7
18.72.9	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :500 mm dia Ductile Iron Class K-7 pipes	M	7339
18.72.10	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :600 mm dia Ductile Iron Class K-7 pipes	M	9577.7
18.72.11	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :700 mm dia Ductile Iron Class K-7 pipes	M	12304.6
18.72.12	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :800 mm dia Ductile Iron Class K-7 pipes	M	15480.8
18.72.13	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :900 mm dia Ductile Iron Class K-7 pipes	M	20534.8
18.72.14	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :1000 mm dia Ductile Iron Class K-7 pipes	M	21822.2
18.72.15	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :100 mm dia Ductile Iron Class K-9 pipes	M	1024.6
18.72.16	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :150 mm dia Ductile Iron Class K-9 pipes	M	1537
18.72.17	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :200 mm dia Ductile Iron Class K-9 pipes	M	2114.6
18.72.18	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :250 mm dia Ductile Iron Class K-9 pipes	M	2945.9
18.72.19	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :300 mm dia Ductile Iron Class K-9 pipes	M	3663.7
18.72.20	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :350 mm dia Ductile Iron Class K-9 pipes	M	4503.1
18.72.21	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :400 mm dia Ductile Iron Class K-9 pipes	M	5768.7
18.72.22	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :450 mm dia Ductile Iron Class K-9 pipes	M	6668.8
18.72.23	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :500 mm dia Ductile Iron Class K-9 pipes	M	8424.7
18.72.24	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :600 mm dia Ductile Iron Class K-9 pipes	M	10168.7
18.72.25	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :700 mm dia Ductile Iron Class K-9 pipes	M	14059.3
18.72.26	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :750 mm dia Ductile Iron Class K-9 pipes	M	15251
18.72.27	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :800 mm dia Ductile Iron Class K-9 pipes	M	15419.5
18.72.28	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :900 mm dia Ductile Iron Class K-9 pipes	M	18611.8
18.72.29	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :1000 mm dia Ductile Iron Class K-9 pipes	M	20926.3
18.73.1	Providing 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 Flanged	M	2765.7
18.73.2	Providing 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 Flanged	M	4438.6
18.73.3	Providing 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 Flanged	M	5219.1
18.73.4	Providing 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 Flanged	M	4371.9
18.73.5	Providing 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 Flanged	M	8839.8
18.73.6	Providing 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 Flanged	M	11174.4
18.73.7	Providing 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 Flanged	M	13473.8
18.73.8	Providing 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 Flanged	M	16379.2
18.73.9	Providing 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 Flanged	M	19166.1
18.73.10	Providing 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 Flanged	M	26186.7
18.73.11	Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :700 mm dia Ductile Iron Double Flanged	M	32475.7
18.74.1	Providing 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 length	Each	66.4
18.74.2	Providing 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 length	Each	79.3
18.75.1	Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour:15 mm nominal bore, weighing not less than 32 gms	Each	47.5
18.75.2	Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour:20mm nominal bore, weighing not less than 40 gms	Each	55
18.75.3	Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour:25mm nominal bore, weighing not less than 62 gms	Each	79
18.76.1	Cutting holes up to 30x30 cm in walls including making good the same:With common burnt clay F.P.S. (non modular) bricks	Each	140.9
18.77	Cutting 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.	Each	129.1
18.78	Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I.pipe etc.	M	51.5
18.79	Making 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.	M	84.7
18.80.1	Disinfecting 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 M	419.8
18.80.2	Disinfecting 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 M	555.3
18.80.3	Disinfecting 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 M	699.9
18.80.4	Disinfecting 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 M	849.2
18.80.5	Disinfecting 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 M	1150.2
18.80.6	Disinfecting 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 M	1469.4
18.80.7	Disinfecting 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 M	1667.7
18.80.8	Disinfecting 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 M	1878.6
18.80.9	Disinfecting 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 M	2109.2
18.80.10	Disinfecting 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 M	2347.7
18.80.11	Disinfecting 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 M	2604.7
18.80.12	Disinfecting 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 M	3143.2
18.81.1	Extra 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 M	154.6
18.81.2	Extra 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 M	189
18.81.3	Extra 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 M	232.9
18.81.4	Extra 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 M	275.3
18.81.5	Extra 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 M	423.4
18.81.6	Extra 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 M	494.4
18.81.7	Extra 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 M	565.4
18.81.8	Extra 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 M	672.6
18.81.9	Extra 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 M	782.5
18.81.10	Extra 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 M	898.7
18.81.11	Extra 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 M	1016.9
18.81.12	Extra 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 M	1263.4
18.82.1	Dismantling 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	M	143.9
18.82.2	Dismantling 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	M	148
18.82.3	Dismantling 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	M	151.7
18.82.4	Dismantling 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	M	155.7
18.82.5	Dismantling 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	M	171.5
18.82.6	Dismantling 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	M	187
18.82.7	Dismantling 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	M	200
18.82.8	Dismantling 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	M	211.5
18.82.9	Dismantling 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	M	221.8
18.82.10	Dismantling 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	M	232.5
18.82.11	Dismantling 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	M	241.2
18.82.12	Dismantling 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	M	255.2
18.83.1	Labour for cutting C.I. pipe with steel saw:80 mm diameter C.I. pipe	Each cut	34.7
18.83.2	Labour for cutting C.I. pipe with steel saw:100 mm diameter C.I. pipe	Each cut	46.9
18.83.3	Labour for cutting C.I. pipe with steel saw:125 mm diameter C.I. pipe	Each cut	66
18.83.4	Labour for cutting C.I. pipe with steel saw:150 mm diameter C.I. pipe	Each cut	88.5
18.83.5	Labour for cutting C.I. pipe with steel saw:200 mm diameter C.I. pipe	Each cut	118
18.83.6	Labour for cutting C.I. pipe with steel saw:250 mm diameter C.I. pipe	Each cut	145.7
18.83.7	Labour for cutting C.I. pipe with steel saw:300 mm diameter C.I. pipe	Each cut	175.2
18.83.8	Labour for cutting C.I. pipe with steel saw:350 mm diameter C.I. pipe	Each cut	202.9
18.83.9	Labour for cutting C.I. pipe with steel saw:400 mm diameter C.I. pipe	Each cut	232.2
18.83.10	Labour for cutting C.I. pipe with steel saw:450 mm diameter C.I. pipe	Each cut	260.1
18.83.11	Labour for cutting C.I. pipe with steel saw:500 mm diameter C.I. pipe	Each cut	289.4
18.83.12	Labour for cutting C.I. pipe with steel saw:600 mm diameter C.I. pipe	Each cut	342.7
18.84.1	Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology:15 mm nominal bore	Each	7349
18.85.1	Providing 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 pipe	M	232.4
18.85.2	Providing 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 pipe	M	377.9
18.85.3	Providing 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 pipe	M	478.7
18.85.4	Providing 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 pipe	M	661.2
18.85.5	Providing 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 pipe	M	812.2
18.85.6	Providing 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 pipe	M	880.2
18.86.1	Providing 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.	M	283.3
18.86.2	Providing 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.	M	428.8
18.87.1	Providing 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	Each	71.8
18.87.2	Providing 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	Each	110.8
18.87.3	Providing 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	Each	136
18.87.4	Providing 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	Each	290.9
18.87.5	Providing 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	Each	419.7
18.87.6	Providing 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	Each	561.7
18.88.1	Providing 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 pipe	Each	129.7
18.88.2	Providing 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 pipe	Each	177.6
18.88.3	Providing 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 pipe	Each	182.6
18.88.4	Providing 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 pipe	Each	298.5
18.88.5	Providing 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 pipe	Each	298.5
18.88.6	Providing 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 pipe	Each	298.5
18.88.7	Providing 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 pipe	Each	452.1
18.88.8	Providing 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 pipe	Each	455.9
18.88.9	Providing 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 pipe	Each	455.9
18.88.10	Providing 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 pipe	Each	487.4
18.88.11	Providing 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 pipe	Each	589.4
18.88.12	Providing 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 pipe	Each	591.9
18.88.13	Providing 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 pipe	Each	596.9
18.88.14	Providing 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 pipe	Each	603.2
18.88.15	Providing 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 pipe	Each	657.4
18.89.1	Providing 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 pipe	Each	142.3
18.89.2	Providing 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 pipe	Each	231.7
18.89.3	Providing 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 pipe	Each	297.2
18.89.4	Providing 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 pipe	Each	439.5
18.89.5	Providing 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 pipe	Each	617.1
18.89.6	Providing 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 pipe	Each	766.9
18.90.1	Providing 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 pipe	Each	108.3
18.90.2	Providing 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 pipe	Each	192.7
18.90.3	Providing 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 pipe	Each	265.7
18.90.4	Providing 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 pipe	Each	540.3
18.90.5	Providing 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 pipe	Each	827.4
18.90.6	Providing 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 pipe	Each	1017.5
18.91.1	Providing 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 pipe	Each	186.4
18.91.2	Providing 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 pipe	Each	272
18.91.3	Providing 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 pipe	Each	278.3
18.91.4	Providing 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 pipe	Each	404.2
18.91.5	Providing 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 pipe	Each	498.7
18.91.6	Providing 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 pipe	Each	879
18.92.1	Providing 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 pipe	Each	200.2
18.92.2	Providing 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 pipe	Each	290.9
18.92.3	Providing 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 pipe	Each	372.8
18.92.4	Providing 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.	Each	777
18.92.5	Providing 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 pipe	Each	1088.1
18.92.6	Providing 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 pipe	Each	1294.6
18.93.1	Providing 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 pipe	Each	283.3
18.93.2	Providing 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 pipe	Each	352.6
18.93.3	Providing 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 pipe	Each	366.5
18.93.4	Providing 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 pipe	Each	690.1
18.93.5	Providing 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 pipe	Each	702.7
18.93.6	Providing 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 pipe	Each	710.3
18.93.7	Providing 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 pipe	Each	1031.4
18.93.8	Providing 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 pipe	Each	1033.9
18.93.9	Providing 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 pipe	Each	1035.2
18.93.10	Providing 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 pipe	Each	1045.2
18.93.11	Providing 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 pipe	Each	1125.8
18.93.12	Providing 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 pipe	Each	1149.8
18.93.13	Providing 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 pipe	Each	1158.6
18.93.14	Providing 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 pipe	Each	1206.4
18.93.15	Providing 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 pipe	Each	1250.5
18.94.1	Providing 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.	Each	360.2
18.94.2	Providing 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 threaded	Each	433.2
18.94.3	Providing 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 threaded	Each	463.4
18.94.4	Providing 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 threaded	Each	521.4
18.94.5	Providing 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 threaded	Each	544
18.94.6	Providing 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 threaded	Each	608.2
18.94.7	Providing 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 threaded	Each	758.1
18.94.8	Providing 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 threaded	Each	819.8
18.94.9	Providing 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 threaded	Each	978.5
18.94.10	Providing 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 threaded	Each	1235.4
18.94.11	Providing 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 threaded	Each	1157.3
18.94.12	Providing 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 threaded	Each	1185
18.94.13	Providing 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 threaded	Each	1289.5
18.94.14	Providing 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 threaded	Each	1431.8
18.94.15	Providing 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 threaded	Each	1739.1
18.94.16	Providing 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 threaded	Each	1259.3
18.94.17	Providing 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 threaded	Each	1297.1
18.94.18	Providing 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 threaded	Each	1352.5
18.94.19	Providing 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.	Each	1624.5
18.94.20	Providing 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.	Each	1802.1
18.94.21	Providing 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 threaded	Each	2202.6
18.95.1	Providing 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 threaded	Each	367.7
18.95.2	Providing 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 threaded	Each	433.2
18.95.3	Providing 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 threaded	Each	448.3
18.95.4	Providing 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 threaded	Each	560.4
18.95.5	Providing 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 threaded	Each	573
18.95.6	Providing 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 threaded	Each	627.1
18.95.7	Providing 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 threaded	Each	841.2
18.95.8	Providing 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 threaded	Each	855.1
18.95.9	Providing 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 threaded	Each	964.6
18.95.10	Providing 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 threaded	Each	1146
18.95.11	Providing 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 threaded	Each	1225.8
18.95.12	Providing 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 threaded	Each	1146
18.95.13	Providing 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 threaded	Each	1287
18.95.14	Providing 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 threaded	Each	1343.7
18.95.15	Providing 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 threaded	Each	1463.3
18.95.16	Providing 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 threaded	Each	1341.2
18.95.17	Providing 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 threaded	Each	1355
18.95.18	Providing 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 threaded	Each	1404.1
18.95.19	Providing 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 threaded	Each	1491
18.95.20	Providing 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 threaded	Each	1552.7
18.95.21	Providing 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 threaded	Each	1552.7
18.96.1	Providing 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.	Each	239.3
18.96.2	Providing 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.	Each	289.6
18.96.3	Providing 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.	Each	298.5
18.96.4	Providing 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.	Each	348.8
18.96.5	Providing 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.	Each	360.2
18.96.6	Providing 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.	Each	424.4
18.96.7	Providing 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.	Each	515.1
18.96.8	Providing 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.	Each	677.5
18.96.9	Providing 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.	Each	725.4
18.96.10	Providing 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.	Each	857.6
18.96.11	Providing 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.	Each	1055.3
18.96.12	Providing 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.	Each	1055.3
18.97.1	Providing 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 threaded	Each	243
18.97.2	Providing 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 threaded	Each	285.9
18.97.3	Providing 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 threaded	Each	312.3
18.97.4	Providing 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 threaded	Each	394.2
18.97.5	Providing 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 threaded	Each	403
18.97.6	Providing 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 threaded	Each	580.6
18.97.7	Providing 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 threaded	Each	711.5
18.97.8	Providing 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 threaded	Each	817.3
18.97.9	Providing 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 threaded	Each	914.3
18.97.10	Providing 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 threaded	Each	1057.8
18.97.11	Providing 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 threaded	Each	1433.1
18.98.1	Providing 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 threaded	Each	294.7
18.98.2	Providing 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 threaded	Each	347.6
18.98.3	Providing 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 threaded	Each	371.5
18.98.4	Providing 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 threaded	Each	534
18.98.5	Providing 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 threaded	Each	792.1
18.98.6	Providing 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 threaded	Each	1101.9
18.98.7	Providing 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 threaded	Each	1481
18.99.1	Providing 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.	Each	258.2
18.99.2	Providing 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.	Each	346.3
18.99.3	Providing 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.	Each	357.6
18.99.4	Providing 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.	Each	530.2
18.99.5	Providing 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.	Each	923.1
18.99.6	Providing 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.	Each	1158.6
18.99.7	Providing 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.	Each	1253
18.99.8	Providing 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.	Each	1389
18.99.9	Providing 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.	Each	1619.5
18.100.1	Providing 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.	Each	272
18.100.2	Providing 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.	Each	343.8
18.100.3	Providing 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.	Each	362.7
18.100.4	Providing 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.	Each	474.8
18.100.5	Providing 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.	Each	761.9
18.100.6	Providing 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.	Each	926.9
18.100.7	Providing 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.	Each	1176.2
18.100.8	Providing 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.	Each	1334.9
18.100.9	Providing 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.	Each	1498.6
18.100.10	Providing 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.	Each	1824.8
18.101.1	Providing 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 pipe	Each	56.7
18.101.2	Providing 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 pipe	Each	80.6
18.101.3	Providing 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 pipe	Each	105.8
18.101.4	Providing 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 pipe	Each	217.9
18.101.5	Providing 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 pipe	Each	318.6
18.101.6	Providing 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 pipe	Each	415.6
18.102.1	Providing 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.	Each	269.5
18.102.2	Providing 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.	Each	341.3
18.102.3	Providing 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.	Each	512.5
19.1.1	Providing, 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	M	178.6
19.1.2	Providing, 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	M	283.4
19.1.3	Providing, 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	M	426.7
19.1.5	Providing, 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	M	662.5
19.1.6	Providing, 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	M	793.2
19.2.1	Providing 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. pipe	M	312.5
19.2.2	Providing 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. pipe	M	382.2
19.2.3	Providing 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. pipe	M	445.6
19.2.4	Providing 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. pipe	M	515.3
19.3.1	Providing 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. pipe	M	148.5
19.3.2	Providing 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. pipe	M	240.7
19.3.3	Providing 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. pipe	M	283
19.3.4	Providing 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. pipe	M	329.4
19.3.5	Providing 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. pipe	M	380.1
19.4.1.1	Providing 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	M	1325.6
19.4.1.2	Providing 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 : 4885	M	1405.9
19.4.2.1	Providing 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	M	1368.8
19.4.2.2	Providing 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 : 4885	M	1449.2
19.4.3.1	Providing 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	M	1475.4
19.4.3.2	Providing 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 : 4885	M	1555.7
19.5.1	Dismantling 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 diameter	M	18.8
19.5.2	Dismantling 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 diameter	M	20.8
19.5.3	Dismantling 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 diameter	M	22.2
19.5.4	Dismantling 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 diameter	M	23.5
19.5.5	Dismantling 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 diameter	M	24.9
19.5.6	Dismantling 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 diameter	M	28.7
19.5.7	Dismantling 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 diameter	M	31.3
19.5.8	Dismantling 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 diameter	M	32.7
19.6.1	Providing 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. pipe	M	312.9
19.6.2	Providing 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. pipe	M	337.1
19.6.3	Providing 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. pipe	M	438.7
19.6.4	Providing 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. pipe	M	481.8
19.6.5	Providing 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. pipe	M	659.7
19.6.6	Providing 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. pipe	M	901.7
19.6.7	Providing 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. pipe	M	1358
19.6.8	Providing 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. pipe	M	1544.4
19.6.9	Providing 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. pipe	M	1735.8
19.6.10	Providing 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. pipe	M	1921.2
19.6.11	Providing 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. pipe	M	2373.9
19.6.12	Providing 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. pipe	M	2799
19.6.13	Providing 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. pipe	M	2952.4
19.7.1.1	Constructing 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 7.5	Each	6641.8
19.7.1.2	Constructing 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 : 4885	Each	6851.9
19.7.2.1	Constructing 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 7.5	Each	15520.9
19.7.2.2	Constructing 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 : 4885	Each	16095.6
19.7.3.1	Constructing 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	Each	20552.5
19.7.3.2	Constructing 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	Each	21046.9
19.8.1.1	Extra for depth for manholes :Size 90x80 cm :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	M	4611.5
19.8.1.2	Extra for depth for manholes :Size 90x80 cm :With Sewer bricks conforming to IS : 4885	M	5223.3
19.8.2.1	Extra for depth for manholes :Size 120x90 cm :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	M	5516.9
19.8.2.2	Extra for depth for manholes :Size 120x90 cm :With Sewer bricks conforming to IS : 4885	M	6246.2
19.9.1.1	Constructing 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 7.5	Each	6479.6
19.9.1.2	Constructing 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 : 4885	Each	6773.9
19.10.1	Extra depth for circular type manhole 0.91m internal dia (at bottom) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	M	4447.55
19.10.2	Extra depth for circular type manhole 0.91m internal dia (at bottom) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.6	M	4447.55
19.11.1.1	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 :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	Each	11976.2
19.11.1.2	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 :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	Each	13243.5
19.12.1	Extra 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 7.5	M	5106.3
19.12.2	Extra 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 : 4885	M	5774.9
19.13.1.1	Constructing 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	Each	25894.8
19.13.1.2	Constructing 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 mmnominal 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	Each	28102.7
19.14.1	Extra 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 100A	M	491.1
19.14.2	Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :With Sewer bricks conforming IS : 4885	M	222.2
19.15.1	Providing 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 bar	Each	201.7
19.15.2	Providing 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 bar	Each	0
19.16	Providing 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.	Each	201.7
19.17.1	Replacement 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 bar	Each	229.1
19.17.2	Replacement 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	Each	219.4
19.18.1	Supplying 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 :	Each	1300.5
19.18.2	Supplying 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 :	Each	2951.1
19.18.3	Supplying 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 :	Each	6356.9
19.19.1.1	Providing 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 dimensions	Each	1120.7
19.19.1.2	Providing 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	Each	961.6
19.19.1.3	Providing 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	Each	898.6
19.19.2.1	Providing 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	Each	1064.4
19.19.2.2	Providing 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	Each	980.8
19.19.3.1	Providing and fixing in position pre-cast R.C.C. manholecover and frame of required shape and approved quality:H D - 20 : Circular shape 560 mm internal diameter	Each	1557.1
19.19.4.1	Providing 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	Each	1714.5
19.2	Supplying 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 kg	Each	295.6
19.21.1	Making 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	Each	231.5
19.21.2	Making 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	Each	275.5
19.21.3	Making 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	Each	400.2
19.22.1	Providing 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	Each	4596.1
19.22.2	Providing 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	Each	6168
19.23.1	Extra for depths beyond 60 cm of sand cast iron drop connection complete :For 100 mm dia sand cast iron drop connection	M	1539.7
19.23.2	Extra for depths beyond 60 cm of sand cast iron drop connection complete :For 150 mm dia sand cast iron drop connection	M	2090.9
19.24.1	Dismantling 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	Each	608
19.24.2	Dismantling 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	Each	1075.5
19.24.3	Dismantling 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	Each	1808.7
19.24.4	Dismantling 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	Each	1385
19.25.1	Extra for depth of manholes dismantled :Rectangular manhole 90x80 cm and beyond 45 cm depth	M	435.2
19.25.2	Extra for depth of manholes dismantled :Rectangular manhole 120x90 cm and beyond 90 cm depth	M	518
19.25.3	Extra for depth of manholes dismantled :Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to 4.25 m depth)	M	417.4
19.25.4	Extra for depth of manholes dismantled :Circular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m depth)	M	471.4
19.26.1	Raising 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	Each	983
19.26.2	Raising 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	Each	1539.6
19.26.3	Raising 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	Each	1437.7
19.26.4	Raising 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	Each	155.1
19.27.1	Constructing 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	Each	3117.3
19.28.1	Constructing 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 7.5	Each	3566.4
19.29.1	Constructing 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 7.5	Each	6041.2
19.30.1.1	Constructing 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 7.5	Each	3949.1
19.30.2.1	Constructing 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 7.5	Each	4562
19.30.3.1	Constructing 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	Each	5195
19.31.1.1	Extra 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 7.5	M	3222.8
19.31.2.1	Extra 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 7.5	M	3511.2
19.31.3.1	Extra 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 7.5	M	4082.3
19.32.1	Making 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	Each	25900.1
19.33	Constructing 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.	Each	2962.4
19.34.1	Providing 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	Each	283.8
19.34.2	Providing 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	Each	383.1
19.35.1	Providing 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.	M	1972.1
19.35.2	Providing 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.	M	2595.1
19.35.3	Providing 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.	M	4093.6
19.35.4	Providing 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)	M	5052.7
19.35.5	Providing 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)	M	6615.1
19.35.6	Providing 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)	M	12274.7
19.36.1	Providing 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.		2270.5
19.36.2	Providing 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.	M	2942
19.36.3	Providing 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.	M	3840
19.36.4	Providing 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)	M	5179.6
19.36.5	Providing 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)	M	6209.5
19.36.6	Providing 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)	M	8186.2
20.1.1	Providing, 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 :	M	1665.4
20.1.2	Providing, 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 :	M	2027.2
20.1.3	Providing, 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 :	M	2432.7
20.1.4	Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, tocarry 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 :	M	2583.5
20.1.5	Providing, 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 :	M	4269
20.1.6	Providing, 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 :	M	6904.5
20.1.7	Providing, 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	M	8649.2
20.1.8	Providing, 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	M	11795
20.2.1	Boring, 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.	M	1309.3
20.2.2	Boring, 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.	M	1523.2
20.2.3	Boring, 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.	M	1978.8
20.2.4	Boring, 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.	M	2306.6
20.2.5	Boring, 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.	M	2996.1
20.2.6	Boring, 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.	M	4219.7
20.2.7	Boring, 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.	M	6908.7
20.2.8	Boring, 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.	M	8778.4
20.2.9	Boring, 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.	M	12269.5
20.3.1	Boring, 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.	M	1934.2
20.3.2	Boring, 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.	M	2225.3
20.3.3	Boring, 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.	M	2397.5
20.3.4	Boring, 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.	M	2605.1
20.4.1	Extra 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.	Each	1240.1
20.4.2	Extra 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.	Each	1373.8
20.4.3	Extra 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.	Each	1454.8
20.4.4	Extra 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.	Each	1597.2
20.5.1	Providing, 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.	M	2076.4
20.5.2	Providing, 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.	M	2394
20.5.3	Providing, 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.	M	2541.9
20.5.4	Providing, 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.	M	2813.3
20.5.5	Providing, 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.	M	4829.7
20.5.6	Providing, 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.	M	6415.1
20.6.1.1	Vertical 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	41809.5
20.6.1.2	Vertical 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	18889.8
20.6.2.1	Vertical 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	50750.7
20.6.2.2	Vertical 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	28964.4
20.6.3.1	Vertical 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	61077.2
20.6.3.2	Vertical 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	37150
20.7.1.1	Cyclic 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	18889.8
20.7.1.2	Cyclic 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	28964.4
20.7.2.1	Cyclic 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	37150
20.8.1	Lateral 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	18889.8
20.8.2	Lateral 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	29720
20.9	Integrity 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	755.8
21.1.1.1	Providing 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).	Kg	354.8
21.1.1.2	Providing 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).	Kg	386.6
21.1.1.3	Providing 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).	Kg	394.5
21.1.2.1	Providing 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 shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber /neoprene gasket required (Fittings shall be paid for eparately):Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,Minimum anodic coating of grade AC 15).	Kg	400.6
21.1.2.2	Providing 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 shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber /neoprene gasket required (Fittings shall be paid for eparately):Powder coated aluminium (minimum thickness of powder coating 50 micron)	Kg	433
21.1.2.3	Providing 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 shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber /neoprene gasket required (Fittings shall be paid for eparately):Anodised aluminium (anodised transparent or dyed to rePolyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)	Kg	429.7
21.2.1	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge: Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.	Sq.m	1055.5
21.2.2	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge: Pre-laminated particle board with decorative lamination on both sides	Sq.m	1108.3
21.3.1	Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions etc.with EPDM rubber /neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness.	Sq.m	775.7
21.3.2	Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions etc.with EPDM rubber /neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.5 mm thickness.	Sq.m	1013.2
21.3.3	Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions etc.with EPDM rubber /neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 8 mm thickness.	Sq.m	1293.5
21.4.1	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS :6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge: With stainless steel cover plate minimum 1.25 mm thickness	Each	2125.7
21.4.2	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS :6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge: With brass cover plate minimum 1.25 mm thickness	Each	2314.6
21.5	Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-incharge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).	Kg	461.6
21.6	Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge.	Each	109.7
21.7.1	Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in charge:Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).	Kg	489.1
21.7.2	Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in charge:Powder coated aluminium sheet 2.5mm thick minimum thickness of powder coating 50 micron).	Kg	520.8
21.8.1	Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-incharge complete : Upto 5mm depth and 5 mm width.	M	89.9
21.9.1	Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections: For fixed portion.	Kg	12.6
21.9.2	Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections: For shutters of doors, windows & ventilators.	Kg	12.6
21.1	Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants,sealant (Both primary and secondary sealant) etc. as per specifications,drawings and direction of Engineer-in-charge complete	Sq.m	3549.5
21.11.1	Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerincharge complete: 205 X 19 mm.	Each	225.3
21.11.2	Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerincharge complete: 255 X 19 mm.	Each	279.5
21.11.3	Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerincharge complete: 355 X 19 mm.	Each	355
21.11.4	Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerincharge complete: 510 X 19 mm.	Each	625.8
21.11.5	Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerincharge complete: 710 X 19 mm.	Each	1079.1
21.12.1	Providing and fixing aluminium tubular handle bar 32 mm outer dia,3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in- Charge: Anodized (AC 15 ) aluminium tubular handle bar.	Each	498.8
21.12.2	Providing and fixing aluminium tubular handle bar 32 mm outer dia,3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in- Charge:Powder coated minimum thickness 50 micron aluminium tubular handle bar.	Each	548.2
21.12.3	Providing and fixing aluminium tubular handle bar 32 mm outer dia,3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in- Charge: Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar.	Each	589.4
21.13	Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.	Each	385.3
21.14	Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately).	Kg	332.4
21.15.1	Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete: Anodized (AC 15) aluminium.	Each	54.3
21.15.2	Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete: Powder coated minimum thickness 50 micron aluminium.	Each	55.6
21.15.3	Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete: Polyester powder coated minimum thickness 50 micron aluminium.	Each	54.3
21.16.1	Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer in-charge: Anodized (AC 15 ) aluminium.	Each	65.7
21.16.2	Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer in-charge: Powder coated minimum thickness 50 micron aluminium.	Each	72
21.16.3	Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer in-charge: Polyester powder coated minimum thickness 50 micron aluminium.	Each	78.3
21.17	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-incharge.(Only weight of grill to be easured for payment).	Kg	413.5
21.18	Providing and fixing 12 mm thick frameless toughened 4868.90 glass door shutter of approved brand and manufacture,including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).	Sq.m	4868.9
22.1.1	Providing and laying integral cement based treatment for water proofing on horizontal surfaces at all levels as directed by Engineer-incharge and consisting of: 1) 1st layer of 20 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement:3 coarse sand) mixed with water proofing compund conforming to IS: 12645 in the recommnded proportion. Joints sealed and grouted with cement slurry mixed with water proofing compound conforming to IS: 12645 in proportions recommended by the manufacturer. II) 2nd'c!ass layer of 25 mm thick cement mortar 1:3 (1 cement:3 coarse sand) mixed with water proofing compound in recommended proportions. Ill) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreadidng @ 8 cudm/sqm thoroughly embedded in the 2nd layer :Using rough kota sotne.	Sq.m	937.7
22.1.2	Providing and laying integral cement based treatment for water proofing on horizontal surfaces at all levels as directed by Engineer-incharge and consisting of: 1) 1st layer of 20 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement:3 coarse sand) mixed with water proofing compund conforming to IS: 12645 in the recommnded proportion. Joints sealed and grouted with cement slurry mixed with water proofing compound conforming to IS: 12645 in proportions recommended by the manufacturer. II) 2nd'c!ass layer of 25 mm thick cement mortar 1:3 (1 cement:3 coarse sand) mixed with water proofing compound in recommended proportions. Ill) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreadidng @ 8 cudm/sqm thoroughly embedded in the 2nd layer :Using rough red sand stone.	Sq.m	829.3
22.2.1	Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 20 mm thick with cemm slurry mixed with water proofing compound conforming to IS: 2645 in recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar1:4 (1 cement :4 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-incharge: Using rough kota stone.	Sq.m	1157.1
22.2.2	Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 20 mm thick with cemm slurry mixed with water proofing compound conforming to IS: 2645 in recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar1:4 (1 cement:4 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-incharge: Using rough red sand stone.	Sq.m	1046.3
22.3	Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.(ii) 11 nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand) mixed with water proofing compound in recommended proportion, (iii) Illrd course of applying blown or/ residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) Ivth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni).	Sq.m	358.6
22.4.1	Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc.complete: Serrated with central buld (225 mm wide, 8-11 mm thick).	M	521.9
22.4.2	Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc.complete: Dumb bell with Central bulb (180 mm wide, 8 mm thick).	M	495.7
22.4.3	Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc.complete: Kickers (320 mm wide, 5 mm thick).	M	476.8
22.5	Providing and laying in sssitu five course water proofing treatment with glass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg. per sqm, 2nd & 4th courses of bonding material® 1.60 kg. per sqm which shall consist of blown type bitumen of grade 85/25 conforming to IS:702, third layer of glass ffibre tissuue course as specified, fifth, the top most layer of stone grit 6 mm and down size or pea-sized gravel sprad @ 6 dmJ per sqm including preparation of surface excluding grading for slope etc. complete.	Sq.m	343.3
22.6	Providing and laying in situ seven course water profing treatment with flass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 Kg, per sqm . 2nd , 4th $ 6th courses of bonding material @ 1.60 kg, per sqm , which shall consist of blown typw bitumen of grade 55/25 conforming to IS : 702 , third and fifth layers of glass fibre tissue course as specified , seventh , the top peasized grsvel spread @ 6 dm3 per sqm , including prepatation of surface excluding grading for slope etc. complete.	Sq.m	539.9
22.7	Providing and laying in situ nine course water proofing treatment with glass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg. per sqm , 2nd , 4th , 6th , 8th coures of bonding material @ 1.60 kg. per sqm , which shall consist of blown type bitumen of grade 55/25 conforming to IS -702 , third , fifith and seventh courses of flass fibre tissue , as specified , ninth, the top most layer of stone grit 6 mm and down size or pea-sized gravel spread @ 6 dmz per sqm including preparation of surface ' excluding grading for slope etc, compete.	Sq.m	735.9
22.8.1	Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs.	Sq.m	623.7
	(c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be floored with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer in charge : With average thickness of 120 mm and minimum thickness at khurras point to be 65.
22.9.1	Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (lcement:3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1 cement: 3 fine sand) and finished neat which shall be paid for separately .	Sq.m	414.6
22.9.2	Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd & 4th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS: 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as lOOmicron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat which shall be paid for separately as per DSR Item No. 12.19.	Sq.m	317.6
22.9.3	Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702,3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 1 OOmicron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% 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 which shall be paid for separately .	Sq.m	522.7
22.18.1	Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrance, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto-2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane: 2 mm (for corrugated roof sheets).	Sq.m	343.4
22.19.1	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @0.40 litre/ sqm by the same membrane manufactured of density at 25° C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto-2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: 3 mm thick.	Sq.m	398.8
22.20.1	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.: 3mm thick.	Sq.m	451.4
22.21	Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.	Sq.m	63
23.1	Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of imported earth,sludge or manure).	Cum	23.5
23.2	Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment).	Cum	76.2
23.4.1	Supplying and stacking a' site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of l.S. designation 20 mm	Cum	19.5
23.4.2	Supplying and stacking a' site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of l.S. designation 16 mm	Cum	30.3
23.4.3	Supplying and stacking a' site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of l.S. designation 4.75 mm	Cum	38.9
23.5	Rough dressing the trenched ground including breaking clods.	100 Sqm	44.3
23.6	Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.	100 Sqm	148.6
23.7	Fine dressing the ground	100 Sqm	109.1
23.8	Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately).	Cum	15.5
23.9	Mixing earth and sjudge or manure in porportion specified or directed.	Cum	11.1
23.10.1	Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed:In rows 15 cm apart in either direction.	100 Sqm	168.3
23.10.2	Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed:In rows 7.5 cm apart in either direction.	100 Sqm	353.5
23.10.3	Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed:In rows 5 cm apart in either direction.	100 Sqm	542.4
23.11	Renovating lawns including weeding.cheeling the grass,forking the ground, top dressing with sludge or manure,mixing the same with forked soil,watering and maintaining the lawn for 30 days or more till the grass forms a thich lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure.	100 Sqm	1040.2
23.12	Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of al! rubbish with all leads and lifts.	100 Sqm	1818.8
23.13	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%).flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as drected, within a lead of 50 m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).	Cum	67.3
23.14.1	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2;1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately):Holes 1.2 m dia, And 1.2 m deep.	Each	283.3
23.14.2	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2;1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately):Holes 60 cm ciia. And 60 cm deep.	Each	36.1
23.15.1	Half brick circular tree guard in 50 class designation bricks,internal diameter 1.25 metre and height 1.? metre above ground and 0.20 m below ground bottom two courses laid dry and top three courses in lime mortar 1:2(1 lime putty:2 surkhi) or cement ortar 1:6 (1 cement:6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:With F.P.S. Bricks	Each	1374.3
23.16	Providing and fixing M.S. fiat iron tree guard 60 cm dia. And 2 m high above ground level formed of 4 nos. 25x6 mm and 8 nos.25x3 mm vertical M.S. flats hvetted to 3 nos. 25x6 mm M.S. flat iron rings in two halves, bolted together with 8 mm dia. And 30 mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming,complete in all respects.	Each	2441.6
23.19.1.1	Edging with bricks laid dry length wise including excavation,refilling, consolidating with hand packing and spreading neatly susrplus earth within a lead of 50 m:100A class designation:F.P.S.Bricks	M	33
23.19.1.2	Edging with bricks laid dry length wise including excavation,refilling, consolidating with hand packing and spreading neatly susrplus earth within a lead of 50 m:100B class designation:F.P.S.Bricks	M	30.5
23.2	Filling mixture of earth and sludge or manure in the deisired proportion in trenches, flooding with water and levelling (cost of supplying earth and sludge nr manure and mixing excluded).	M	5.1
23.21	Excavation in dumped stones or malba including stacking of serviveable and unserviceable material separately and disposal of unserviceable material lead upto 50 m and lift upto 1.5 m disposed material to be neatly dressed.	Cum	155.2
23.22	Excavation in bajri path including stacking of serviceable and unserviceable material lead upto 50 m and lift upto 1.5 m disposed material to be neatly dressed,	Cum	172.5
23.23	Excavation in water bound macadam road including stacking the serviceable and unserviceable material separatedly and disposal of unserviceabel material lead upto 50 m and lift upto 1.5 m disposed material to be neatly dressed.	Cum	210.2
23.24	Flooding the ground with water including making kiaries and dismantelling the same.	100 Sqm	66.2
24.1.1.1	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level:All types of soil:300 mm dia	M	372.8
24.1.1.2	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level:All types of soil:350 mm dia	M	407.7
24.1.1.3	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level:All types of soil:400 mm dia	M	521.9
24.1.2.1	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level:Rocky strata including Bouldersl:300 mm dia	M	816.3
24.1.2.2	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level:Rocky strata including Bouldersl:350 mm dia	M	841
24.1.2.3	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level:Rocky strata including Bouldersl:400 mm dia	100 Sqm	928.5
24.2.1.1	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:All type of soil:300 mm dia	100 Sqm	434.9
24.2.1.2	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:All type of soil:350 mm dia	100 Sqm	502.3
24.2.1.3	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:All type of soil:400 mm dia	100 Sqm	682.1
24.2.2.1	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:Rochy strata including Boulders:300 mm dia	100 Sqm	861.3
24.2.2.2	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:Rochy strata including Boulders:350 mm dia	100 Sqm	883.3
24.2.2.3	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:Rochy strata including Boulders:400 mm dia	100 Sqm	1099.3
24.3.1	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge:100 mm nominal size dia	M	457.9
24.3.2	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge:150 mm nominal size dia	M	634.4
24.3.3	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge:200 mm nominal size dia	M	950.4
24.4.1	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818,including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge:100 mm nominal size dia	M	483.2
24.4.2	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818,including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge:150 mm nominal size dia	M	571.4
24.4.3	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818,including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge:200 mm nominal size dia	M	887.7
24.5	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.	Each	496.9
24.6	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.	Cum	937.6
24.7	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.	Cum	874.7
24.8	Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge.	Cum	1011.4
24.9	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c,including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.	Each	1039.5
24.10.1	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge:100 mm nominal size dia having minimum wall thickness 5.00 mm	M	1038
24.10.2	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge:150 mm nominal size dia having minimum wall thickness 5.00 mm	M	1420
24.10.3	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge:200 mm nominal size dia having minimum wall thickness 5.40 mm	M	1744.1
24.11.1	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make,having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete,for all depths, as per direction of Engineer -in-charge:100 mm nominal size dia	M	1102.5
24.11.2	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia,conforming to IS: 8110, of reputed and approved make,having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete,for all depths, as per direction of Engineer -in-charge:150 mm nominal size dia	M	1513.7
24.11.3	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make,having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete,for all depths, as per direction of Engineer -in-charge:200 mm nominal size dia	M	1841.2
24.12	Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.	Hour	646
24.13.1	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for borewell of:100 mm dia	Each	171.9
24.13.2	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for borewell of:150 mm dia	Each	211.6
24.13.3	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for borewell of:200 mm dia	Each	264.5
24.14.1	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete:100 mm clamp	Each	991.2
24.14.2	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete:150 mm clamp	Each	1048.7
24.14.3	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete:200 mm clamp	Each	1327.9
24.15.1	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 100 mm dia	Each	212.2
24.15.2	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 150 mm dia	Each	262.5
24.15.3	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 200 mm dia	Each	287.7
25.1	Raking out joints of stone masonry surface to the required width and depth, with due care and precaution,by mechanical / manual means, including preparing and cleaning the surface for re-pointing/ refilling of joints,including disposal of rubbish to the dumping ground within 50 metre lead.	Sqm	15.2
25.2	Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube,placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S.tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.	Sqm	118.3
	Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose.
	Note:- (2) The payment will be made once only for execution of all items for such works.
25.3	Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by chaeological Survey of India/ Engineer-incharge, of approved brand and anufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard entilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding).	Sqm	48.1
25.4	Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer,on cleaned sand stone surface at desired locations as per direction of Engineer-incharge (The rate is inclusive of all materials & labours involved except scaffolding).	Sqm	22.8
25.5	Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 0% light yellow surkhi ):1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding).	Sqm	83.4
25.6	Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime : 1.5 surkhi (15% dark red and 85% light yellow surkhi) : 1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding).	Sqm	84.4
25.7	Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-incharge,of approved brand and manufacturer, with brush or spray on the existing stone masonry surface till there is no further absorption of chemical by stone surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer-in-Charge (The rate is inclusive of all materials & labours involved except scaffolding).	Sqm	274.3
25.8	Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture,diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer- ncharge (The rate is nclusive of all materials & labours involved except scaffolding).	Sqm	78.5
26.1	Providing and supplying aluminium extruded tubular and other aluminium sections as per the rchitectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).	Kg	366.7
26.2	Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings,fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.	Kg	2670.2
	c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture,as per the approved sealant design, within and all around the perimeter for holding glass.d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
	e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, roviding suitable gutter profiles at bottom (if required),making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P,scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings,as per item description, as specified,as per the approved shop drawings and as directed by the Engineerin-Charge.
	Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead.However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by BL(National Accreditation Board for Testing and Calibration Laboratories),Department of Science &Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work.Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories 1. Performance Laboratory Test for Air Leakage Test (-50pa to –300pa) & (+50pa to +300pa) as per ASTM E-283- 04 testing method for a range of testing limit 1 to 200 mVhr”
	2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME-331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml”4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm”5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml”
26.3	Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.BSR_	Sqm	4279.5
26.4	Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point remone locking sets with stainless steel plates, handles,buffers etc. including necessary stainless steel screws/fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin-Charge.	Sqm	3286.2
26.5	Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi -rigid,inorganic, non-combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface # 1of the fibre glass insulation layer), of black nonwoven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm / sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete.	Sqm	1767.3
26.6	Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position,shall be measured in sqm.(Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*). (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.	Sqm	3101.9
26.7	Designing, fabricating, testing, installing and fixing inposition Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.	Sqm	4003.2
	c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per pecification and drawing The item includes cost of all material & labour component,the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items.The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
26.8	"Design supply & installation of suspended Spider Glozing system designed to withstand the wind pressure as pr IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof.	Sqm	3718.8
	The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding ,other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete.For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. "

Credit – Vivek Paul , BPBCC Patna