Public Works Department - Madhya Pradesh
38572328 various mow / sr / deposit work in sect.no 21 under rtc sub dn, pwd bhopal. 1.2 transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. 1.2.1 lime, moorum, building rubbish 1.2.2 earth 1.2.3 manure or sludge 1.2.4 excavated rock 1.2.5 sand, stone aggregate below 40mm nominal size 1.2.6 stone aggregate 40mm nominal size and above 1.2.7 stone soling 1.2.8 bricks 1.2.9 s.w. pipes 1.2.9.1 100 mm dia 1.2.9.2 150 mm dia 1.2.9.3 200 mm dia 1.2.9.4 250 mm dia 1.2.9.5 300 mm dia 1.2.9.6 350 mm dia 1.2.9.7 400 mm dia 1.2.9.8 450 mm dia 1.2.9.9 500 mm dia 1.2.9.10 600 mm dia 1.2.10 r.c.c. pipes, steel cylinder, r.c. pipes, c.i. pipes, and reinforced cement pipes 1.2.10.1 100 mm dia 1.2.10.2 125 mm dia 1.2.10.3 150 mm dia 1.2.10.4 200 mm dia 1.2.10.5 250 mm dia 1.2.10.6 300 mm dia 1.2.10.7 350 mm dia 1.2.10.8 400 mm dia 1.2.10.9 450 and 500 mm dia 1.2.10.10 600, 700, 750 and 800 mm dia 1.3 add extra for every additional lead of 50 metre or part thereof. 1.3.1 lime, moorum, building rubbish 1.3.2 earth 1.3.3 manure or sludge 1.3.4 excavated rock 1.3.5 sand, stone aggregate below 40mm nominal size 1.3.6 stone aggregate 40mm nominal size and above 1.3.7 stone soling 1.3.8 bricks 1.3.9 s.w. pipes 1.3.9.1 100 mm dia 1.3.9.2 150 mm dia 1.3.9.3 200 mm dia 1.3.9.4 250 mm dia 1.3.9.5 300 mm dia 1.3.9.6 350 mm dia 1.3.9.7 400 mm dia 1.3.9.8 450 mm dia 1.3.9.9 500 mm dia 1.3.9.10 600 mm dia 1.3.10 r.c.c. pipes, steel cylinder, r.c. pipes, c.i. pipes, and unreinforced cement pipes 1.3.10.1 100 mm dia 1.3.10.2 125 mm dia 1.3.10.3 150 mm dia 1.3.10.4 200 mm dia 1.3.10.5 250 mm dia 1.3.10.6 300 mm dia 1.3.10.7 350 mm dia 1.3.10.8 400 mm dia 1.3.10.9 450 and 500 mm dia 1.3.10.10 600, 700, 750 and 800 mm dia 2.1 surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. 2.2 clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 2.3 clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 2.4 felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.4.1 beyond 30 cm girth up to and including 60 cm girth 2.4.2 beyond 60 cm girth up to and including 120 cm girth 2.4.3 beyond 120 cm girth up to and including 240 cm girth 2.4.4 above 240 cm girth 2.5 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 up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, all kinds of soil 2.6 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means over areas ( exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan ) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. ( no extra lift is payable if work is done by mechanical means ) all kinds of soil 2.7 earth work in excavation / by mechanical means ( hydraulic excavator ) / manual means over areas ( exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan ) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. 2.7.1 ordinary rock 2.7.2 hard rock ( requiring blasting ) 2.7.3 hard rock ( blasting prohibited ) 2.8 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. ( no extra lift is payable if work is done by mechanical means ) 2.8.1 ordinary rock 2.8.2 hard rock ( requiring blasting ) 2.8.3 hard rock ( blasting prohibited ) 2.9 excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : ( no extra lift is payable if work is done by mechanical means ) in all kinds of soil 2.9.1 pipes, cables etc., not exceeding 80 mm dia. 2.9.2 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.9.3 pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 2.10 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 up to 1.5 metre ) . 2.11 extra for excavating trenches for pipes, cables, etc., in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. ( rate is over corresponding basic item for depth up to 1.5 metre. ) 2.12 excavating trenches of required width for pipes, cables, etc., including excavation for sockets, depth up to 1.5 m including including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 2.12.1 ordinary rock : 2.12.1.1 pipes, cables etc. not exceeding 80 mm dia. 2.12.1.2 pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 2.12.1.3 pipes, cables exceeding 300 mm dia but not exceeding 600mm dia 2.12.2 hard rock ( requiring blasting ) 2.12.2.1 pipes, cables etc. not exceeding 80 mm dia. 2.12.2.2 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.2.3 pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia 2.12.3 hard rock ( blasting prohibited ) 2.12.3.1 pipes, cables etc. not exceeding 80 mm dia. 2.12.3.2 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.3.3 pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia. 2.13 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 up to 1.5 metre. ) 2.14 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 up to 1.5 metre. ) 2.15 close timbering in trenches including strutting, shoring and packing cavities ( wherever required ) complete. ( measurements to be taken of the face area timbered ) . 2.15.1 depth not exceeding 1.5 m. 2.15.2 depth exceeding 1.5 m but not exceeding 3 m. 2.15.3 depth exceeding 3 m but not exceeding 4.5 m. 2.16 close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities ( wherever required ) etc. complete. ( measurements to be taken of the face area timbered ) . 2.16.1 depth not exceeding 1.5 m. 2.16.2 depth exceeding 1.5 m but not exceeding 3 m. 2.16.3 depth exceeding 3 m but not exceeding 4.5 m. 2.17 close timbering over areas including strutting, shoring and packing, cavities ( wherever required ) etc. complete. ( measurements to be taken of the face area timbered ) : 2.17.1 depth not exceeding 1.5 m. 2.17.2 depth exceeding 1.5 m but not exceeding 3 m. 2.17.3 depth exceeding 3 m but not exceeding 4.5 m. 2.18 extra for planking, strutting and packing materials for cavities ( in close timbering ) if required to be left permanently in position. ( face area of timber permanently left to be measured ) . 2.23 extra rates for quantities of works, executed: 2.23.1 in or under water and / or liquid mud, including pumping out water as required. 2.23.2 in or under foul position, including pumping out water as required. note: the extra percentage rate is applicable in respect of each item but limited to quantity executed in difficult conditions. the depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. 2.24 filling available excavated earth ( excluding hard rock / ordinary rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.25 extra for every additional lift of 1.5 m or part thereof in excavation. ( no extra lift is payable if work is done by mechanical means ) 2.25.1 all kinds of soil. 2.25.2 ordinary or hard rock. 2.26 supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete note: maximum thickness of this layer shall be 20 cm. 2.27 supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. 2.27.1 with hard muram having cbr >12 % at under floors including watering, ramming and compacting ( minimum compaction 95% of mdd ) in layers not exceeding 20cm in thickness and dressing complete. ( note: maximum thickness of this layer to be provided shall be 30cm ) 2.27.2 supplying and filing in plinth with soil ( other then bc soil ) having mdd not less than 1.85 t / m3 under floors including watering, ramming and compacting ( minimum compaction 95% of mdd ) in layers not exceeding 15cm depth and dressing complete. 2.28 excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then refiling the soil as required in layers 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 1.5m. 2.28.1 all kinds of soil. 2.28.2 ordinary rock 2.28.3 hard rock ( requiring blasting ) 2.28.4 hard rock ( blasting prohibited ) 2.29 supplying chemical emulsion in sealed containers including delivery as specified. ( chlorpyriphos / lindane emulsifiable concentrate of 20% ) 2.30 diluting and injecting chemical emulsion for post constructional anti termite treatment ( excluding the cost of chemical emulsion ) : 2.30.1 along external wall where the apron is not provided using chemical emulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall and rodding etc. complete, with chlorpyriphos / lindane e.c. 20% with 1% concentration. 2.30.2 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 / lindane e.c. 20% with 1% concentration. 2.30.3 treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 ( 1 cement : 2 sand ) to match the existing floor, with chlorpyriphos / lindane e.c. 20% with 1% concentration. 2.30.4 treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 ( 1 cement : 2 sand ) to the full depth of the hole, with chlorpyriphos / lindane e.c. 20% with 1% concentration. 2.30.5 treatment at points of contact of wood work by chemical emulsion chlorpyriphos / lindane ( in oil or kerosene based solution ) @ 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. 2.31 deduct for disposed soil not levelled and neatly dressed. 2.32 preconstruction antitermite treatment to the building under construction by providing.stage 1: treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. this also applies to fill up soil within the plinth area before laying the subgrade for flooring. 2.33 making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. ( steel to be paid separately ) . 2.34 excavation in soil using hydraulic excavator and including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the appropriate ground contour, location and levelling and dressing earth neatly with all lifts and lead upto 1000 metre. 2.35 earth work in rough excavation by any means and banking filling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1 / 2 tonne in embankments for roads, flood banks, marginal bank and guide bank of filling up ground depression within campus, lead upto 50m and all lift. all kinds of soil. 2.36 banking filling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1 / 2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top must layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal bank and guide bank etc. lead upto 50m and lift upto 1.5m. all kinds of soil. 2.37 deduct for not rolling with power roller of minimum 8 tonnes for banking filling excavated earth in layers not exceeding 20cm in depth. 2.38 deduct for not watering with the excavated earth for banking filling 2.39 providing and laying of permanent piping technology anti termite treatment before flooring work by installing lldp ( low linear density polyethylene ) tube of 8 mm o.d. & 6.4 mm i.d.with inbuilt pressure compensation chip at every 30 cm interval in the tube, . the contractor shall submit approved line plan for piping system and junction boxes dully approved by engineer in charge with bond of 5 year warranty. 2.39.1 permanent piping system with junction boxes 2.39.2 anti termite chemical injected area 2.40 ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. ( all kinds of soil ) 3.1 cement mortar 1:1 ( 1 cement: 1 sand ) 3.2 cement mortar 1:2 ( 1 cement: 2 sand ) . 3.3 cement mortar 1:3 ( 1 cement: 3 sand ) . 3.4 cement mortar 1:4 ( 1 cement: 4 sand ) . 3.5 cement mortar 1:5 ( 1 cement: 5 sand ) . 3.6 cement mortar 1:6 ( 1 cement: 6 sand ) . 3.7 cement mortar 1:2 ( 1 cement: 2 stone dust ) . 3.8 cement mortar 1:2 ( 1 cement: 2 marble dust ) . 3.9 white cement mortar 1:2 ( 1 white cement: 2 marble dust ) . 3.10 cement mortar 1:5 ( 1 cement: 5 marble dust ) . 3.11 white cement mortar 1:3 ( 1 white cement: 3 marble dust ) . 3.12 white cement mortar 1:5 ( 1 white cement: 5 marble dust ) . 3.13 mortar in lime , surkhi ( 50% red and 50% light yellow ) and marble dust 1:1.5:0.5 4.1 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level : 4.1.1 with 20mm nominal size graded stone aggregate. 4.1.1.1 m 25 – grade concrete 4.1.1.2 m 20 – grade concrete 4.1.1.3 m 15 – grade concrete 4.1.1.4 m 10nominal ( mix 1 cement : 3 sand : 6 graded stone aggregate ) 4.1.2 with 40mm nominal size graded stone aggregate. 4.1.2.1 m 15 grade concrete 4.1.2.2 m 10 nominal ( mix 1 cement : 3 sand : 6 graded stone aggregate ) 4.1.2.3 m 7.5 nominal mix 1 cement : 4 sand : 8 graded stone aggregate 4.1.3 with fly ash. 4.1.3.1 1:2:3½:9 ( 1 ordinary portland cement : 2 fly ash : 3½ sand: 9 graded stone aggregate 40 mm nominal size ) 4.1.3.2 1:2½:4:11 ( 1 ordinary portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size ) note: no fly ash is to be added to portland pozzolona cement in any case which itself contains fly ash. 4.2 providing and laying cement concrete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1 with 20mm nominal size graded stone aggregate 4.2.1.1 m 25 – grade concrete 4.2.1.2 m 20 – grade concrete 4.2.1.3 m 15 – grade concrete 4.2.1.4 m 10 nominal mix 1 cement : 3 sand : 6 graded stone aggregate 4.2.2 with 40mm nominal size graded stone aggregate 4.2.2.1 m 15 grade concrete 4.2.2.2 m 10 nominal mix 1 cement : 3 sand : 6 graded stone aggregate 4.3 centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 upto plinth: foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. 4.3.2 above plinth: retaining walls, return walls, walls ( any thickness ) including attached pilasters, buttresses, and string courses fillets etc. 4.3.3 above plinth: columns, pillars, posts and struts. 4.4 providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . 4.4.1 m 15 ( with 20mm nominal size graded stone aggregate ) 4.4.2 m 10 ( with 20mm nominal size graded stone aggregate ) nominal mix 1 cement : 3 sand : 6 graded stone aggregate 4.5 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 morta1:3 ( 1 cement : 3 sand ) on exposed surfaces complete. ( with 20mm nominal size graded stone aggregate ) 4.6 providing and fixing upto floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 ( 1 cement : 3 sand ) on exposed surfaces complete. 4.6.1 m 25 ( with 20mm nominal size graded stone aggregate ) 4.6.2 m 20 ( with 20mm nominal size graded stone aggregate ) 4.6.3 m 15 ( with 20mm nominal size graded stone aggregate ) 4.6.4 m 10 ( with 20mm nominal size graded stone aggregate ) nominal mix 1 cement: 3 sand: 6 graded stone aggregate. 4.7 providing and fixing upto floor two level precast cement concrete solid block including hoisting and setting in position with 6mm thick cement plaster 1:3 ( 1 cement : 3 sand ) on exposed surfaces complete : 4.7.1 m 15 ( with 20mm nominal size graded stone aggregate ) 4.7.2 m 10 ( m 10 ) ( with 20mm nominal size graded stone aggregate ) nominal mix 1 cement : 3 sand : 6 graded stone aggregate 4.8 providing and fixing upto floor two level pre cast concrete hollow block including hoisting and setting in position with cement mortar 1:3 ( 1 cement : 3 sand ) , cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 ( 1 cement : 3 sand ) on exposed surfaces complete. 4.8.1 m 15 ( with 20mm nominal size graded stone aggregate ) 4.8.2 m 10 ( with 20mm nominal size graded stone aggregate ) nominal mix 1 cement: 3 sand: 6 graded stone aggregate. 4.9 add extra for item no. 4.6, 4.7 and 4.8 above floor two level for every additional floor or part there of 4.10 providing and laying damp proof course 40mm thick with cement concrete 1:2:4 ( 1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size ) . 4.11 providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size ) . 4.12 extra for providing and mixing water proofing material as per is standard in cement concrete work quantity as prescribed by the manufacturer. 4.13 applying a coat of residual petroleum bitumen of penetration 80 / 100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 4.14 extra for concrete work in superstructure above floor two level for each floors or part thereof 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. note for item no. 4.15: the quantity will be calculated by multiplying. the depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. 4.16 extra for laying concrete in or under foul positions. 4.17 making plinth protection 50mm thick of cement concrete grade m10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth ( with 20mm nominal size graded stone aggregate. ) 4.18 extra for addition of synthetic polyester triangular fiber of length 12 mm, effective diameter 10 40 microns and specific gravity of 1.34 to 1.40 in cement concrete / rcc / flooring / water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of engineer in charge. 4.19 precasting and placing in position 125 mm dia bollards 600 mm high of required shape including providing m.s. pipe welded at bottom and embedded 150mm in cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) including necessary excavation of size 250x250x450mm deep for the same in bitumen / concrete pavement at specified spacing. 4.20 providing and fixing up to floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, and setting in position with cement mortar 1:3 ( 1 cement : 3 coarse sand ) , cost of required centering complete. 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded stone aggregate 20mm nominal size ) 4.21 providing and fixing up to floor two 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 . 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded stone aggregate 20mm nominal size ) 4.22 providing and fixing up to floor two 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. 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded stone aggregate 20mm nominal size ) 4.23 providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design curing, 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. note : ( 1 ) fly ash conforming to grade i of is 3812 ( part 1 ) only be used as part replacemen to be ensured in accordance with clauses 5.2 and 5.2.1 of is: 456 2000 in the items of bmc and rmc. 4.23.1 all works up to plinth level: 4.23.1.1 m 15 grade plain cement concrete ( cement content considered @ 240 kg / cum ) 4.23.1.2 m 10 grade plain cement concrete ( cement content considered @ 220 kg / cum ) 4.23.2 all works above plinth and upto floor two level 4.23.2.1 m 15 grade plain cement concrete ( cement content considered @ 240 kg / cum ) 4.23.2.2 m 10 grade plain cement concrete ( cement content considered @ 220 kg / cum ) 4.24 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work cost of centering, shuttering and finishing, including cost of curing, 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. 4.24.1 all works up to plinth level: 4.24.1.1 m 15 grade plain cement concrete ( cement content considered @ 240 kg / cum ) 4.24.1.2 m 10 grade plain cement concrete ( cement content considered @ 220 kg / cum ) 4.24.2 all works above plinth and upto floor two level 4.24.2.1 m 15 grade plain cement concrete ( cement content considered @ 240 kg / cum ) 4.24.2.2 m 10 grade plain cement concrete ( cement content considered @ 220 kg / cum ) 4.25 plum cement concrete 1:2:4 with 75% graded metal of maximum size 40 mm and 25% plum of 150mm size. 4.26 providing and laying cement concrete in sunken floors of wc, toilet, wash area, etc with 1:5:10 ( 1 cement : 5 coarse sand ( zone 3 ) : 10 graded stone aggregate 40 mm nominal size ) excluding the cost of centering and shuttering 5.1 providing and laying in position specified grade of reinforced cement concrete ( with 20mm nominal size graded stone aggregate ) excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level : 5.1.1 m 20 grade concrete 5.1.2 m 15 grade concrete 5.2 reinforced cement concrete work ( with 20 mm nominal size graded stone aggregate ) in walls ( any thickness ) , including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: 5.2.1 m 20 grade concrete 5.3 reinforced cement concrete work ( with 20 mm nominal size graded stone aggregate ) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.3.1 m 20 grade concrete 5.4 providing and laying upto floor two level reinforced cement concrete ( with20 mm nominal size graded stone aggregate ) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with concrete grade. 5.4.1 m 20 grade concrete 5.5 reinforced cement concrete work ( with 20 mm nominal size graded stone aggregate ) in arches, archribs, domes, vaults, shells, folded plate above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.5.1 m 20 grade concrete 5.6 reinforced cement concrete work ( with 20 mm nominal size graded stone aggregate ) in chimneys, shafts, upto floor two level excluding the cost of centring, shuttering, finishing and reinforcement with 5.6.1 m 20 grade concrete 5.7 reinforced cement concrete work ( with 20 mm nominal size graded stone aggregate ) in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 5.7.1 m 20 grade concrete 5.8 reinforced cement concrete work ( with 20 mm nominal size graded stone aggregate ) in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in m 20 –grade concrete 5.9 centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1 foundations, footings, bases of columns, etc. for concrete upto plinth level 5.9.2 walls ( any thickness ) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 uptoplinthlevel. 5.9.2.2 above plinth upto 3.6 m height from plinth level 5.9.2.3 extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. 5.9.3 suspended floors, roofs, landings, balconies and access platform. 5.9.4 shelves ( cast in situ ) 5.9.5 lintels, beams, girders, bressumers and cantilevers 5.9.6 columns, p i l l a r s , piers, abutments, posts and struts. 5.9.7 stairs, ( excluding landings ) except spiral staircases. 5.9.8 spiral staircases ( including landing ) . 5.9.9 arches, domes, vaults upto 6m span 5.9.10 extra for arches, domes, vaults exceeding 6 m span 5.9.11 chimneys and shafts 5.9.12 coffer / waffle slab of any size or shape as shown in the drawing. 5.9.13 well steining 5.9.14 vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. 5.9.15 extra for shuttering in circular work or any other geometrical shape ( 20% of respective centering and shuttering items ) . 5.9.16 small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. 5.9.17 cornices and mouldings 5.9.18 small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. 5.9.19 weather shade, chajjas, corbels etc., including edges. 5.9.20 suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick. ( item to be executed with prior permission of s.e. in case of b & r works and from additional project director in case of piu works ) 5.9.21 lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick ( item to be executed with prior permission of s.e. in case of b&r works and from additional project director in case of piu works ) 5.10 extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof ( plan area to be measured ) 5.10.1 suspended floors, roofs, landing, beams and balconies ( plan area to be measured ) . 5.11 providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 ( 1 cement : 3 sand ) , cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with m 15 –grade concrete. 5.12 providing precast cement concrete jali 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 6mm nominal size ) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 ( 1 cement: 3 sand ) etc. complete excluding plastering of the jambs, sills and soffits. 5.12.1 50 mm thick 5.12.2 40 mm thick 5.12.3 25 mm thick 5.13 encasing rolled steel sections, in beams and columns, with cement concrete m 15 ( 1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size ) including centering and shuttering complete but excluding cost of reinforcement. 5.14 encasing rolled steel section in grillages with cement concrete m 15 ( 1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size ) including centering and shuttering but excluding cost of expanded metal and hangers. 5.15 extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers. 5.16 reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers ( overlaps shall be provided as per requirement of is 13920 for ductile detaling is 456 rcc design & sp 34 reinforcement detailing ) etc. complete . ( note: 1. spacer bars ( chairs ) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. no extra payment shall be done for overlaps and / or couplers. 3.couplers shall be conforming to is code on “reinforcement couplers for mechanical splices of bars for concrete reinforcement specification” ) 5.16.1 mild steel and medium tensile steel bars. 5.16.2 hard drawn steel wire 5.16.3 cold twisted bars ( ctd ) 5.16.4 hot rolled deformed bars 5.16.5 hard drawn steel wire fabric 5.16.6 thermo mechanically treated bars. ( tmt / tmx ) fe 500 or more conforming to is 1786 5.17 add extra for providing reinforcement above floor two level for every additional floor or part thereof. 5.18 providing and fixing in position copper plate as per design for expansion joints. 5.19 providing and filling in position, blown bitumen in expansion joints. 5.20 providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of sand for expansion joints. 5.21 providing and filling gap in expansion joint between rcc / stone / ceramic tiles / granite / marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth. 5.22 providing and fixing in position bitumen impregnated fibre board conforming to is: 1838 including cost of primer, sealing compound in expansion joints. 5. 22.1 12 mm thick 5. 22.2 25 mm thick 5. 22.3 50 mm thick 5.23 providing and fixing sheet covering over expansion joints with iron screws as per design. 5. 23.1 non asbestos fibre cement board 6 mm thick as per is: 14862. 5. 23.1.1 150mm wide. 5. 23.1.2 200mm wide. 5. 23.1.3 250mm wide. 5. 23.2 aluminium fluted strips 3.15mm thick. 5. 23.2.1 150 mm wide. 5. 23.2.2 200 mm wide. 5. 23.2.3 250 mm wide. 5. 23.3 stainless steel grade 304 plate 1.0 mm thick 5. 23.3.1 150 mm wide. 5. 23.3.2 200 mm wide. 5. 23.3.3 250 mm wide. 5.24 providing for plaster drip course / groove in plastered surface or moulding to r.c.c. projections. 5.25 extra for laying reinforced cement concrete in or under water and / or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. note for item no. 5.25: the quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity 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. no extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition 5.26 extra for laying reinforced cement concrete in or under foul positions. 5.27 providing and laying in position machine batched, machine mixed cement concrete ( bmc ) of m 25 grade for reinforced cement concrete work using cement content as per approved mix design concrete without impairing strength and durability as per direction of engineer in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. ( note: minimum cement content is 330 kg / cum ) and no extra payment for extra cement used as per mix design. 5.27.1 all works upto plinth level. 5.27.2 all works above plinth level and upto floor five level. 5.27.3 add extra for each floor for all works above floor five level. 5.28 extra for providing richer mixes of bmc design mix as per item no 5.27 upto plinth level and at all floor levels. ( no extra payment for using extra cement as per requirement of mix design. ) 5. 28.1 providing m 30 grade concrete instead of m 25 grade. ( note : minimum cement content is @ 340 kg / cum ) 5. 28.2 providing m 35 grade concrete instead of m 25 grade. ( note: : minimum cement content is @ 350 kg / cum ) 5. 28.3 providing m 40 grade concrete instead of m 25 grade. ( note: minimum cement content is @ 360 kg / cum ) 5.29 providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape for floors and roofs in m 20 –grade concrete ( with graded stone aggregate 10mm nominal size. including provision of steel hooks for lifting and form work, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. 5.30 providing and laying in position ready mixed concrete ( rmc ) of m 25 grade for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of concrete, improve workability without impairing strength and durability as per direction of the engineer in charge. note: minimum cement content is @ 330 kg / cum. ( no extra payment for using extra cement as per requirement of mix design. ) 5.30.1 all works upto plinth level. 5.30.2 all works above plinth level and upto floor v level. 5.30.3 extra for each additional floor for all works above floor five level 5.31 extra for r.c.c. work above floor two level for each floors or part thereof. ( except items 5.27 and 5.30 ) 5.32 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. 5.32.1 non pigmented wet curing compound 5.32.2 pigmented wet curing compound. 5.33 providing and fixing in position factory made precast rcc m 40 doors, windows and ventilator frames having excellent smooth finish, as per is: 6523 with 6mm dia main reinforcement each polymer block having at least four holes for passing one or adjacent rebates to hold fast grill or steel bar, ventilator frame provided with grooves for louvers at an angel of 45 degree at spacing to block direct vision etc. complete, as per the direction of engineer in charge. the cost of hold fast and cement concrete block of 1:3: 6 ( 1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size ) mix is also included in the item. 5. 33.1. frame 125 mmx 60 mm ( double rebate ) 5. 33.2. frame 100mmx 60 mm ( single rebate ) 5. 33.3 frame 85mmx 60 mm ( single rebate ) 5.34 smooth finishing of the exposed surface of rcc work with 6mm thick cement mortar 1:3 ( 1 cement: 3 sand ) . 5.35 providing and fixing in position pre moulded compressible filler board made from polymer base in black color approved make conforming to the specifications having minimum density of 95 kg / cum, non staining, with less than 1 percent water absorption and compression recovery of 93 percent minimum including cost of double sided adhesive tape, sealant etc. in expansion joints. 5. 35.1 12 mm thick 5. 35.2 25 mm thick. 5. 35.3 50 mm thick. 5.36 providing and sealing the retaining wall expansion joints with anodized aluminum extruded section of 135 mm × 3.1 mm confirm to alloy of 6063 t5 / t6including fixing of an imported epdm moisture barrier conform to ( american society for testing and materials ) 2240 & astm g53 & 84 fixing with epoxy adhesive confirm to astm c 881 complete in all respect as per manufacturer drawing and specifications. with 5 year guarantee. 5.37 providing and fixing sheet covering over expansion joints with iron screws as per design. non asbestos cement bonded particle board 6 mm thick as is: 14276 5.37.1 150mm wide 5.37.2 200mm wide 5.37.3 250mm wide 5.38 providing & laying in position prestressing steel strands ( low relaxation ) on hollow core bed by using mechanical pulling arrangement like rabbit / bed master including all accessories for stressing &destressing operations as per approved make conforming to is1343 & grade fy 1860 etc, complete as per drawings and direction of engineer in charge. 5.39 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. provision of moisture barrier membrane in the joint system to have watertight joint is mandatory requirement all as per the manufactures design and as approved by engineer incharge. ( material shall confirm to astm 6063 ) . 5. 39.1 floor joint of 100 mm gap 5. 39.2 floor joint of 150 mm gap 5. 39.3 floor joint of 200 mm gap 5.40 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 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 ) . 5. 40.1 wall joint of 100 mm gap 5. 40.2 wall joint of 150 mm gap 5. 40.3 wall joint of 200 mm gap 5.41 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 centeringarragement support plates asper astm b221 02. . 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. ) 5.41.1 roof joint for 100 mm gap 5.41.2 roof joint for 150 mm gap 5.41.3 roof joint for 200 mm gap 5.42 providing and fixing scaffolding net of required width made of high density polyethylene uv stabilized knitted on warp knitting machines having density 100gm / sqm and shading coefficient minimum 75% around the construction site / for vertical extension as per requirement including fastening / tying with building / scaffolding pipes or with any other fixtures etc. complete as per direction of engineer in charge. ( one time payment shall be made for providing scaffolding net from start of work till completion of work including shifting if any. the scaffolding net shall be the property of the contractor on completion of the work ) 6.1 brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg / cm2 and water absorption not more than 15% in foundation and plinth i / c curing etc. complete. 6.1.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.1.2 cement mortar 1:6 ( 1 cement : 6 sand ) 6.2 brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process , crushing strength not less than 40kg / cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level i / c curing etc. complete. 6.2.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.2.2 cement mortar 1:6 ( 1 cement : 6 sand ) 6.3 brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in foundation and plinth i / c curing etc complete. 6.3.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.3.2 cement mortar 1:6 ( 1 cement:6 sand ) . 6.4 brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i / c curing etc complete. 6.4.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.4.2 cement mortar 1:6 ( 1 cement:6 sand ) . 6.5 brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in foundation and plinth i / c curing etc complete. 6.5.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.5.2 cement mortar 1:6 ( 1 cement: 6 sand ) . 6.6 brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i / c curing etc complete. 6.6.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.6.2 cement mortar 1:6 ( 1 cement : 6 sand ) 6.7 brick work with fly ash lime bricks ( falg bricks ) conforming to is:12894 2002, in super structure above plinth level up to floor two level in : 6.7.1 having 100 kg / cm2 average compressive strength. 6.7.1.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.7.1.2 cement mortar 1:6 ( 1 cement : 6 sand ) 6.7.2 having 75 kg / cm2 average compressive strength. 6.7.2.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.7.2.2 cement mortar 1:6 ( 1 cement : 6 sand ) 6.7.3 having 50 kg / cm2 average compressive strength. 6.7.3.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.7.3.2 cement mortar 1:6 ( 1 cement : 6 sand ) 6.8 brick work with calcium silicate bricks machine moulded conforming to is:4139, having 100 kg / cm2 average compressive strength in super structure above plinth level upto floor ii level in : 6.8.1 cement mortar 1:4 ( 1 cement : 4 sand ) 6.8.2 cement mortar 1:6 ( 1 cement : 6 sand ) 6.9 brick work with extruded burnt fly ash clay sewer bricks ( conforming to is: 4885 ) in foundation and plinth : cement mortar 1:4 ( 1 cement : 4 sand ) 6.10 brick work with extruded burnt fly ash clay sewer bricks ( conforming to is: 4885 ) in archesin foundation and plinth including centering and shuttering complete in cement mortar 1:3 ( 1 cement: 3 sand ) . 6.11 extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item . 6.12 providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg / cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. 6.12.1 cement mortar 1:3 ( 1 cement : 3 sand ) 6.12.2 cement mortar 1:4 ( 1 cement : 4 sand ) 6.13 providing half brick masonry with well burnt chimney bricks in bull pattern trench kiln crushing strength not less than 25 kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. 6.13.1 cement mortar 1:3 ( 1 cement : 3 sand ) 6.13.2 cement mortar 1:4 ( 1 cement : 4 sand ) 6.14 providing half brick masonry with well burnt open bhatta bricks crushing strength not less than 25 kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level 6.14.1 cement mortar 1:3 ( 1 cement : 3 sand ) 6.14.2 cement mortar 1:4 ( 1 cement : 4 sand ) 6.15 half brick masonry with fly ash lime gypsum bricks ( falg bricks ) conforming to is: 12894, in super structure above plinth and upto floor two level. 6.15.1 having 100 kg / cm2 average compressive strength. 6.15.1.1 cement mortar 1 : 3 ( 1 cement : 3 sand ) 6.15.1.2 cement mortar 1 : 4 ( 1 cement : 4 sand ) 6.15.2 having 75 kg / cm2 average compressive strength. 6.15.2.1 cement mortar 1 : 3 ( 1 cement : 3 sand ) 6.15.2.2 cement mortar 1 : 4 ( 1 cement : 4 sand ) 6.15.3 having 50 kg / cm2 average compressive strength. 6.15.3.1 cement mortar 1 : 3 ( 1 cement : 3 sand ) 6.15.3.2 cement mortar 1 : 4 ( 1 cement : 4 sand ) 6.16 extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item. 6.17 extra for providing and placing in position 2 nos. 8mm dia. m.s. bars at every third course of in half brick masonry. 6.18 honey comb brick work 10 cm thick with well burnt chimney bricks manufactured by ghol process crushing strength not less than 40kg / sqcm and water absorption not more than 15% in cement mortar 1:4 ( 1 cement : 4 sand ) . 6.19 extra for forming cavity 5cm to 7.5cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated m .s. ties 300mm long of 25x3mm section at not less than 3 ties per sqm as per approved design 6.20 brick work in plain arches in superstructure including centering and shuttering complete with chimney bricks having crushing strength not less than 40kg / cm2 and water absorption not more than 15% in cement mortar 1:3 ( 1 cement : 3 sand ) . 6.21 brick work in gauged arches in superstructure in cement mortar 1:3 ( 1 cement : 3 sand ) including centering and shuttering complete, with chimney bricks having crushing strength not less than 40kg / cm2 and water absorption not more than 15% 6.22 providing half brick masonry with kiln burnt clay bricks of 40kg / cm2 and water absorption not more than 15% in cement mortar 1:3 ( 1 cement : 3 sand ) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10 cm wide bitumen felt type 3 grade 1. 6.23 extra for laying brick work in or under water and / or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. note: the quantity will be calculated by multiplying the depth measured from sub soil water level up to the centre of gravity of brick work in cum executed under the 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. 6.24 extra for laying brick work in or under foul position. 6.25 providing and laying cellular concrete blocks masonry having density ranging from 800kg / m3 in super structure above plinth level up to floor two level in cement mortar 1:4 ( 1 cement: 4 sand ) the nominal dimensions of the concrete blocks shall be as follows in additional block shall be of half lengths of 200, 250 or 300 mm to correspond to the full lengths. the size of the blocks specified other than those specified may also be used. 6.26 providing and laying autoclaved aerated concrete ( aac ) blocks masonry, using aac blocks ( size length 300, 400, 500, 600 mm height 200, 250, 300 mm width 100, 150, 200, 250 mm ) conforming to is 2185 part 3, having compressive strength not less than 4 mpa ( grade ii ) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per astm international standard including raking out joints. vertical bands shall be placed along jams ( vertical member of chowkhats ) and extend upto lintel levels to arrest cracking at corner openings. rcc bands shall be measured with aac block masonry. rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete. 6.26.1 aac masonry in polymer modified mortar 6.27 extra for aac masonry work in superstructure above floor two level for each additional floor or part thereof 6.28 providing hoisting & fixing precast autoclaved aerated concrete ( aac ) reinforced roof slabs, lintels and chhajjas as per is: 6073 2006 grade d specifications ( dry density, without steel, 550 kg / m3 to 650 kg / m3 and minimum compressive strength 3.5 n / mm2 ) reinforcement steel provided inside aac slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer in charge or his representative for which cost of samples and testing charges shall be borne by the contractor. deflection & ultimate load test for aac reinforced roof slab and lintel shall be as per annex. b of is: 6073 2006 and criteria for conformity and sampling shall be as per clause 13 of is: 6073 2006. 6.29 precast autoclaved aerated concrete ( aac ) reinforced wall panels: providing hoisting & fixing precast autoclaved aerated concrete ( aac ) reinforced wall panels as per is:6072 1972 grade d ( dry density, without steel, 550 kg / m3 to 650 kg / m3 and inside aac panels. quantity of reinforcement steel in aac panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by engineer in charge or his representative for which cost of samples and testing charges shall be borne by the contractor. cost of reinforcement inside aac panels shall be paid separately. 6.30 add extra for aac wall panels, roof slabs, lintels and chhajjas above floor two level for each additional floor as per item no 6.29 and 6.30. 6.32 brick work with common burnt clay selected f.p.s. ( non modular ) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 ( 1 cement : 6 coarse sand ) 6.32.1 from ground level upto plinth level 6.32.2 above plinth level upto floor ii level 6.33 brick work with modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 ( 1 cement : 6 coarse sand ) 6.33.1 from ground level upto plinth level 6.33.2 above plinth level upto floor ii level 6.34 providing and laying gypsum panel partitions 100 mm thick with water proof gypsum panels of size 666x500x100 mm, made of calcite phosphor gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor two level. gypsum blocks will have a minimum compressive strength of 9.3 kg / cm2 6.35 extra for gypsum panel partitions in superstructure above floor two level for every four floors or part thereof. 7.1 random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 cement :6 sand : 12 graded stone aggregate 20mm nominal size ) at plinth level with : 7.1.1 cement mortar 1:6 ( 1 cement : 6 sand ) 7.2 random rubble masonry with hard stone in superstructure above plinth level and upto floor two level, including leveling up with cement concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size ) at window sills, ceiling level and the like. 7.2.1 cement mortar 1:6 ( 1cement: 6 sand ) . 7.3 extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof 7.4 extra for random rubble masonry with hard stone in : 7.4.1 square or rectangular pillars 7.4.2 circular pillars. 7.5 extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. 7.6 coursed rubble masonry ( 1st or 2nd sort ) with hard stone in foundation and plinth. 7.6.1 cement mortar 1:6 ( 1 cement : 6 sand ) 7.6.2 cement mortar 1:6 ( 1 cement : 6 sand ) 7.7 coursed rubble masonry with hard stone ( first or second sort ) in superstructure above plinth level and upto floor two level. 7.7.1 masonry work ( first sort ) in cement mortar 1:6 ( 1 cement : 6 sand ) 7.7.2 masonry work ( second sort ) , in cement mortar 1:6 ( 1 cement : 6 sand ) 7.8 extra for coursed rubble masonry with hard stone ( first or second sort ) in superstructure above floor two level for every floors or part thereof 7.9 extra for coursed rubble masonry with hard stone ( first or second sort ) in : 7.9.1 square or rectangular pillars 7.9.2 circular pillars. 7.9.3 extra for coursed rubble masonry with hard stone ( first or second sort ) curved on plan for a mean radius not exceeding 6 m. 7.10 stone work in plain ashlar masonry in super structure upto floor two level in cement mortar 1:6 ( 1 cement : 6 sand ) including pointing with cement mortar 1:2 ( 1 white cement : 2 marble dust ) with an admixture of pigment matching the sand stone shade : 7.10.1 one face dressed. 7.10.1.1 red sand stone 7.10.1.2 white sand stone 7.10.2 both face dressed. 7.10.2.1 red sand stone. 7.11.2.2 white sand stone 7.11 stone work plain ashlar masonry in arches in super structure upto floor two level in cement mortar 1:3 ( 1 cement: 3 sand ) including centering, shuttering and pointing with white cement mortar 1:2 ( 1 white cement: 2 marble dust ) with an admixture of pigment matching the sand stone shade. 7.11.1 one face dressed. 7.11.1.1 red sand stone 7.11.1.2 white sand stone 7.11.2 both face dressed. 7.11.2.1 red sand stone. 7.11.2.2 white sand stone 7.12 stone work plain ashlar masonry in domes, in super structure upto floor two level in cement mortar 1:3 ( 1 cement: 3 sand ) including centering, shuttering and pointing with white cement mortar 1:2 ( 1 white cement: 2 marble dust ) with an admixture of pigment matching the sand stone shade. 7.12.1 one face dressed 7.12.1.1 red sand stone 7.12.1.2 white sand stone 7.12.2 both face dressed. 7.12.2.1 red sand stone. 7.12.2.2 white sand stone. 7.13 stone work ashlar masonry punched ( ordinary ) in superstructure above plinth level and upto floor two level in cement mortar 1:6 ( 1 white cement: 6 sand ) including pointing with cement mortar 1:2 ( 1 white cement: 2 marble dust ) with an admixture of pigment matching the sand stone shade. 7.13.1 red sand stone one face punched. 7.13.2 red sand stone both face punched 7.13.3 white sand stone one face punched. 7.13.4 white sand stone double face punched 7.14 extra for stone work, plain ashlar or ashlar punched above floor two level for every floor or part thereof. 7.15 extra for plain ashlar or ashlar punched in : 7.15.1 square or rectangular pillars 7.16 extra for stone work; plain ashlar or ashlar punched in curved on plan with a mean radius not exceeding 6 m. 7.17 extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. and removal ( area of soffit to be measured ) . 7.18 stone work sunk or moulded or sunk and moulded upto floor two level in cement mortar 1:6 ( 1cement : 6 sand ) including pointing with white cement mortar 1:2 ( 1 white : 2 marble dust ) with an admixture of pigment matching the stone shade : 7.18.1 red sand stone 7.18.2 white sand stone 7.19 extra for stone work sunk or moulded or sunk and moulded or carved in : 7.19.1 triangular or square or rectangular pillars 7.19.2 circular or polygonal pillars 7.20 extra for stone work sunk or moulded in cornices. 7.21 stone work ( machine cut edges ) for wall lining etc. ( veneer work ) up to 10 meter height backing filled with a grout of 12mm thick cement mortar 1:3 ( 1 cement : 3 sand ) including pointing in white cement mortar 1:2 ( 1 white cement : 2 marble dust ) with an admixture of pigment matching the stone shade : ( to be secured to the backing by means of clamps which shall be paid for separately ) : 7.21.1 red sand stone exposed face fine dressed with rough backing. 7.21.1.1 70 mm thick. 7.21.1.2 60 mm thick. 7.21.1.3 50 mm thick 7.21.1.4 40 mm thick. 7.21.1.5 30 mm thick. 7.21.2 red sand stone exposed face machine cut and table rubbed with rough backing. 7.21.2.1 70 mm thick. 7.21.2.2 60 mm thick. 7.21.2.3 50 mm thick 7.21.2.4 40 mm thick. 7.21.2.5 30 mm thick. 7.21.3 white sand stone exposed face fine dressed with rough backing. 7.21.3.1 70 mm thick. 7.21.3.2 60 mm thick. 7.21.3.3 50 mm thick 7.21.3.4 40 mm thick. 7.21.3.5 30 mm thick. 7.21.4 white sand stone exposed face machine cut and table rubbed with rough backing. 7.21.4.1 70 mm thick. 7.21.4.2 60 mm thick. 7.21.4.3 50 mm thick 7.21.4.4 40 mm thick. 7.21.4.5 30 mm thick. 7.22 extra for stone work ( veneer work ) curved on plan with a mean radius not exceeding 6 m. 7.23 providing and fixing stainless steel cramps of required size and 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 sand ) including making the necessary chases in stone and holes in walls wherever required. 7.24 providing and fixing stone dowels of size 10x5x2.5cm cut to double wedge shape as per design in cement mortar 1:2 ( 1 cement : 2 sand ) including making the necessary chases 7.25 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 sand ) including making the necessary chases. 7.26 providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 ( 1 cement : 4 sand ) including pointing in cement mortar 1:2 ( 1 white cement: 2 marble dust ) with an admixture of pigment matching the stone shade: 7.26.1 red sand stone: with common burnt clay bricks of 25 kg / cm2 compressive strength. 7.26.2 white sand stone: with common burnt clay bricks of 25 kg / cm2 compressive strength. 7.27 providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 ( 1 cement : 4 sand ) including pointing in white cement mortar 1:2 ( 1 white cement : 2 marble dust ) with an admixture of pigment matching the stone shade: 7.27.1 red sand stone 7.27.2 white sand stone 7.28 30mm red sand stone sun shade ( chisel dressed ) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 ( 1 cement: 4 sand ) including finishing complete. 7.29 providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing and fixing with 4 nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design. 7.30 stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in cement mortar 1:6 ( 1 cement : 6 sand ) including pointing with white cement mortar 1:2 ( 1 white cement : 2 stone dust ) with an admixture of pigment matching the stone shade. 7.30.1 red sand stone 7.30.2 white sand stone 7.31 providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 ( 1cement :3 sand ) including pointing in white cement mortar 1:2 ( 1white cement: 2stone dust ) with an admixture of pigment , matching the stone shade, jali slab without any chamfers etc. 7.31.1 red sand stone 7.31.2 white sand stone 7.32 extra for laying stone work in or under water and / or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. note: the quantity will be calculated by multiplying the depth measured from sub soil water level up to the centre of gravity of stone work in cum executed under the 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. 7.33 extra for laying stone work in or under foul position. 7.34 wall lining butch work upto 10m height with red / white sand stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width 75mm thick strips i / c 12mm thick bed of cement mortar 1:3 ( 1 cement : 3 sand ) i / c ruled pointing in cement mortar 1:2 ( 1 white cement: 2 marble dust ) with an admixture of pigment to match the shade of stone complete as per direction of engineer in charge. 7.35 stone work ( machine cut edges ) for wall lining upto 10 m height etc. ( veneer work ) backing filled with a grout of 12mm thick cement mortar 1:3 ( 1 cement : 3 sand ) and jointed with cement mortar 1:2 ( 1 cement : 2 marble dust ) including rubbing and polishing complete. ( to be secured to the backing by means of cramps which shall be paid for separately ) 7.35.1 25mm thick kota stone slabs exposed face dressed and rubbed. 7.35.2 25mm thick dholpur stone slabs exposed face dressed and rubbed. 7.35.3 20 to 25mm thick kota stone slabs exposed slab not dressed and rubbed. 7.35.4 20 to 25mm thick dholpur stone / shivpuri stone not dressed and rubbed. 7.36 stone tile work with 8mm thick mirror polished and machine cut edge for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 sand ) , including pointing in white cement with an admixture of pigment to match the stone shade. 7.36.1 granite stone of any colour and shade 7.36.2 raj nagar plain white marble / udaipur green marble / zebra black marble 7.37 extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 7.38 providing and fixing dry stone cladding upto 10 metre height with 30mm thick gang saw cut stone with ( machine cut edges ) of uniform colour and / or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per architectural drawing and direction of engineer in charge. ( the steel frame work, stainless steel cramps and pins. shall be paid for separately. ) 7.38.1 red sand stone. 7.38.2 white sand stone 7.39 providing and fixing structural steel frame ( for dry stone cladding with 30 mm thick gang saw cut with machine cut edges sand stone ) on walls at all heights using m.s. square / rectangular tube in the required pattern as per architectural drawing including including drilling necessary steel work will be given a priming coat of zinc primer as approved by engineer in charge and painted with two or more coats of epoxy paint ( shop drawings shall be submitted by the contractor to the engineer in charge for approval before execution ) .the frame work shall be fixed in true horizontal and vertical lines / planes. ( only structural steel frame work shall be measured for the purpose of payment, stainless steel clamps shall be paid for separately and nothing extra shall be paid. ) 7.40 providing and fixing adjustable stainless steel clamps of approved quality and of required shape and size adjustable with stainless steel nuts bolts and washer ( total weight not less than 260 gms ) for dry stone cladding fixed on frame 8.1 providing and supplying aluminium extruded tubular and other aluminium sections frame work as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 t5 or t6 as per bs 1474, including super durable powder coated 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 ) . 8.2 designing, fabricating, testing, protection, installing and fixing in position semi ( grid ) unitized system of aluminium structural glazing ( with open joints ) for linear as well as curvilinear portions of the building for all heights and all levels.. 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. 8.3 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 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.8.2 ) 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. 8.4 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 cremone 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. 8.5 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 having density 48 kg / m3, conforming to is: 8183 and bs: 3958 part 5.the insulation layer shall have facing ( factory bonded on surface # 1 of the fibre glass insulation layer ) , of black non woven 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. 8.6 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., 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. 8.7 designing, fabricating, testing, installing and fixing in position curtain wall with aluminium composite panel ( acp ) cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: 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. upto two decimal places. 8.7.1 4 mm thick alumminium composite pannel material consisting of 3 mm thick fr grade mineral core sandwiched between two alumminium sheets ( each 0.5mm thick ) 8.7.2 4 mm thick alumminium composite pannel material consisting of 3.5 mm thick fr grade mineral core sandwiched between two alumminium sheets ( each 0.25mm thick ) 8.7.3 3 mm thick alumminium composite pannel material consisting of 2.5 mm thick fr grade mineral core sandwiched between two alumminium sheets ( each 0.25mm thick ) 8.8 design, supply and installation of suspended spider glazing 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 and 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. , 8.9 providing and fixing aluminium magnesium alloy ( facade ) wall cladding system consisting of panels 200mm wide x 17mm deep x 0.5mm thick of maximum length of 6.0 mtr. coil coated on a continuous paint line double baked and roll formed from centre to centre at a distance of maximum 1.20 mtr. the stringer shall be fixed to a suitable rigid structure. all panels shall be achromatised for maximum bond between metal and paint, enamelled twice under high temperature one side with full primer and the other side ( inner side ) with a primer coat on a continuous paint line, and fixed as per the direction of the engineer in charge. 8.10 providing and fixing aluminium magnesium alloy plain panel sun louvres of approved colour consisting of panel 84 mm wide x 16mm deep x 0.6mm thick with round edges panel length upto 6 mtrs coil coated on a continuos paint line double baked between metal and paint, enamelled twice under high temperature one side with full primer and finish, the other side ( inner side ) with a primer coat and skin coat on a continuos paint line. note: 1. the cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing 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. upto two decimal places. 9.1 providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length ( hold fast lugs or dash fastener shall be paid for separately ) . 9.1.1 second class teak wood 9.1.2 sal wood 9.1.3 kiln head wood seasoned and chemically treated hard wood ( haldu, kail, bija wood. ) 9.1.4 factory made kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 9.1.4.1 frame of size 100mmx60mm single or double rebate 9.1.4.2 frame of size 120mmx60mm double rebate. 9.2 providing laminated veneer lumber conforming to is:14616 and tad 15: 2001 ( part b ) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia and length ( hold fast lugs or dash fastener shall be paid for separately ) . 9.3 providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position ( with necessary stainless steel screw ) 9.3.1 sal wood 9.3.2 kiln seasoned and chemically treated hardwood haldu, kail, bija wood. 9.3.3 factory made kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 9.4 extra for additional labour wood work in circular shape, such as in frames of fan light : 9.4.1 second class teak wood 9.4.2 sal wood 9.4.3 kiln seasoned and chemically treated haldu, kail, bija wood. 9.4.4 factory made kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 9.5 providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including isi marked m.s. pressed butt hinges bright finished of required size with necessary screws excluding, panelling / glazing which will be paid for separately, all complete as per direction of engineer in charge. 9.5.1 second class teak wood 9.5.1.1 35 mm thick shutters 9.5.1.2 30 mm thick shutters 9.5.2 kiln seasoned and chemically treated hardwood haldu, kail, bija wood. 9.5.2.1 35 mm thick shutters 9.5.2.2 30 mm thick shutters 9.5.3 kiln seasoned selected planks of sheesham wood. 9.5.3.1 35 mm thick shutters 9.5.3.2 30 mm thick shutters 9.5.4 factory made kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 9.5.4.1 35 mm thick 9.5.4.2 30 mm thick 9.6 providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebates to be measured ) . panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 9.6.1 second class teak wood 9.6.2 kiln seasoned and chemically treated haldu, kail, bija wood 9.6.3 15mm thick factory made kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. 9.6.4 ply wood 5 ply, 9 mm thick : 9.6.4.1 decorative plywood both side decorative veneer ( type i ) conforming to is 1328 bwr type. 9.6.4.2 decorative plywood one side decorative veneer and commercial veneer on other face ( type 1 ) conforming to is 1328 bwr type 9.6.5 ply wood 7 ply, 9 mm thick : 9.6.5.1 decorative plywood both side decorative veneer ( type i ) conforming to is 1328 bwr type. 9.6.5.2 decorative plywood one side decorative veneer and commercial veneer on other face ( type 1 ) conforming to is 1328 bwr type 9.6.6 particle board 12 mm thick 9.6.6.1 plain particle board flat pressed, 3 layer or graded wood particle board medium density grade i, is: 3087 marked. 9.6.6.2 veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to is: 3097, grade i. 9.6.6.3 pre laminated particle board with decorative lamination on one side and balancing lamination on other side, grade i, type ii is: 12823 marked. 9.6.6.4 pre laminated particle board with decorative lamination on both sides, grade i, type ii, is: 12823 marked. 9.6.6.5 coir veneer board ( conforming to is 14842 ) 12 mm thick 9.6.7 float glass panes 9.6.7.1 4 mm thick glass pane ( weight not less than 10 kg / sqm ) 9.6.7.2 5 mm thick glass pane ( weight not less than 12.5 kg / sqm ) 9.6.8 fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading 9.6.8.1 4mm to 5mm thick integral pvc form sheet with celluka finish surface on both side with density not less than 600 kg / cum 9.6.8.2 4mm to 5mm thick laminated pvc form sheet with density not less than 600 kg / cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg / cum 9.7 providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to is : 14616 and tads 15:2001 ( part b ) including isi marked m.s. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of engineer in charge and panelling with panels of: 9.7.1 12mm thick plain grade 1, medium density flat pressed three layer particle board fpt i or graded wood particle board fpt i is : 3087 marked bonded with bwp type synthetic resin adhesive as per is : 848 : 9.7.2 12 mm thick pre laminated particle board ( decorative lamination on both sides ) grade 1, medium density flat pressed, three layer particle board fpt i or graded wood particle board fpt i, conforming to is : 3087 bonded with bwp type synthetic resin adhesive as per is : 848 and pre lamination conforming to is : 12823 grade 1, type ii marked: 9.7.3 12 mm thick one side pre laminated particle board ( decorative lamination on one side and other sides balancing lamination ) grade 1 medium density flat pressed, three layer particle board fpt i or graded wood particle board fpt 1 conforming to is : 3087 bonded with bwp type synthetic resin adhesive as per is : 848 and prelamination conforming to is : 12823 grade 1, type ii marked: 9.8 providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including isi marked m.s. pressed butt hinges bright finished of required size with necessary screws. 9.8.1 second class teak wood 9.8.1.1 35 mm thick 9.8.1.2 30 mm thick 9.8.2 kiln seasoned and chemically treated haldu, kail, bija wood 9.8.2.1 35 mm thick 9.8.2.2 30 mm thick 9.8.3 kiln seasoned selected planks of sheesham wood. 9.8.3.1 35 mm thick 9.8.3.2 30 mm thick 9.8.4 factory made kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood 9. 8.4.1 30 mm thick shutters 9. 8.4.2 35 mm thick shutters 9.9 providing and fixing factory made laminated veneer lumber glazed shutter conforming to is: 14616 and tads 15:2001 ( part b ) , using 4mm thick float glass panes for doors, windows and clerestory windows including isi marked fixing with m.s. pressed butt hinges bright finished of required size with necessary screws as per directions of engineer in charge. 30 mm thick shutters. 9.10 extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. ( area of opening for glass panes excluding portion inside rebate shall be measured ) 9.10.1 5 mm thick instead of 4 mm thick. 9.10.2 10 to 12 mm float glass 9.10.3 5.5 mm safety glass 9.10.4 10 12mm safety glass 9.11 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 ) . 9.12 deduct for providing pin headed glass panes instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory windows, shutters ( area of opening for glass panes excluding portion inside rebate shall be measured ) . 9.13 extra for s.s, hinges 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 ) . 9.14 deduct for not providing hinges in doors, windows or clerestory window shutters with : 9.14.1 stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. 9.14.2 isi marked m.s. pressed butt hinges bright finished of required size for 2nd class teak wood and other class of wood shutters. 9.15 providing and fixing 25 mm thick second class teak wood shutters using 4mm float glass for cup board etc. : 9.15.1 panelled or panelled and glazed shutters : 9.15.1.1 using isi marked anodised aluminium butt hinges with necessary screws. 9.15.1.2 using isi marked nickel plated bright finished m.s. piano hinges with necessary screws. 9.15.2 glazed shutters : 9.15.2.1 second class teak wood including isi marked anodised aluminium butt hinges with necessary screws. 9.15.2. 2nd class teak wood including isi marked nickel plated bright finished m.s. piano hinges with necessary screws. 9.16 providing and fixing flat pressed 3 layer particle board medium density exterior grade ( grade i ) or graded wood particle board is : 3087 marked to frame, backing or studding with screws etc. complete ( frames, backing or studding to be paid separately ) : 9.16.1 12 mm thick 9.16.2 18 mm thick 9.17 providing and fixing pre laminated flat pressed 3 layer ( medium density ) particle board or graded wood particle board is : 3087 marked with one side decorative and other side balancing lamination grade i, type ii exterior grade is : 12823 marked in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer ( fittings to be paid separately ) . 9.17.1 18 mm thick 9.17.2 25 mm thick 9.18 providing and fixing isi marked flush door shutters conforming to is: 2202 ( part i ) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter. 9.18.1 35 mm thick including isi marked stainless steel butt hinges with necessary screws. 9.18.2 30 mm thick including isi marked stainless steel butt hinges with necessary screws. 9.18.3 25 mm thick ( for cupboard ) including isi marked nickel plated bright finished m.s. piano hinges is: 3818 marked with necessary screws. 9.19 providing and fixing isi marked flush door shutters conforming to is: 2202 ( part i ) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.19.1 35 mm thick including isi marked stainless steel butt hinges with necessary screws. 9.19.2 30 mm thick including isi marked stainless steel butt hinges with necessary screws. 9.19.3 25mm thick ( for cupboard ) including isi marked nickel plated bright finished m.s. piano hinges with necessary screws. 9.20 extra for providing and fixing flush doors with decorative veneering instead of non decorative isi marked flush door shutters conforming to is: 2202 ( part i ) on one side only. 9.21 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters ( over all area of door shutter to be measured ) . 9.22 extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors ( cost of glass excluded ) ( overall area of door shutter to be measured ) : 9.22.1 rectangular or square. 9.22.2 circular. 9.23 extra if louvers ( not exceeding 0.2 sqm ) are provided in flush door shutters ( overall area of door shutters to be measured ) . 9.24 extra for cutting rebate in flush door shutters ( total area of the shutter to be measured ) . 9.25 providing and fixing wire gauze shutters using galvanised m.s. wire gauze of average width of aperture 1.4mm in both direction with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws: 9.25.1 35 mm thick shutters with isi marked m.s. pressed butt hinges bright finished of required size. 9.25.1.1 second class teak wood. 9.25.1.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.25.1.3 kiln seasoned selected class of sheesham wood. 9.25.2 35 mm thick shutters with isi marked stainless steel butt hinges of required size. 9.25.2.1 second class teak wood. 9.25.2.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.25.2.3 kiln seasoned selected class of sheesham wood. 9.25.3 30 mm thick shutters with isi marked m.s. pressed butt hinges bright finished of required size. 9.25.3.1 second class teak wood. 9.25.3.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.25.3.3 kiln seasoned selected class of sheesham wood. 9.25.4 30 mm thick shutters with isi marked stainless steel butt hinges of required size. 9.25.4.1 second class teak wood. 9.25.4.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.25.4.3 kiln seasoned selected class of sheesham wood. 9.26 providing and fixing wire gauge laminated veneer lumber shutters conforming to is : 14616, and as per tads 15 :2001 ( part b ) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per is :1568 for doors, windows and clerestory windows including isi marked m.s. pressed fixing with butt hinges bright finished of required size with necessary screws as per directions of engineer in charge: 9.26.1 35 mm thick shutters 9.26.2 30 mm thick shutters 9.27 providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 ( 1 cement : 3 sand ) and making good the walls etc. 9.28 providing and fixing expandable fasteners 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. 9.28.1 25 mm long 9.28.2 32 mm long 9.28.3 40 mm long 9.28.4 50 mm long 9.28.5 60 mm long 9.29 providing and fixing 2nd class teak wood plain lining tongued and grooved including wooden plugs complete with necessary screws and priming coat on unexposed surface. 9.29.1 40 mm thick. 9.29.2 25 mm thick. 9.29.3 20 mm thick 9.29.4 12 mm thick 9.30 providing and fixing in wall lining flat pressed three layer ( medium density ) particle board or graded wood pre laminated one side decorative lamination on other side balancing lamination grade i, type ii, is : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 9.30.1 12 mm thick 9.30.2 18 mm thick 9.30.3 25 mm thick 9.31 providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. kiln seasoned and chemically treated haldu, kail, bija wood. 9.32 providing and fixing plywood 4 mm thick one side decorative veneer conforming to is: 1328 ( type 1 ) for plain lining / cladding with necessary screws, priming coat on unexposed surface with: decorative veneer facings of approved manufacture. 9.33 providing and fixing 4mm thick coir veneer board, isi marked is: 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. 9.34 providing and fixing skirting of pre laminated with ( one side decorative and other side balancing lamination ) flat pressed, 3 layer or graded particle board ( medium density ) grade i, type ii, is :12823 marked, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : 9.34.1 18 mm thick 9.34.2 25 mm thick 9.35 providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 9.35.1 2nd class teak wood 9.35.1.1 50x12 mm 9.35.1.2 50 x 20 mm 9.35.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.35.2.1 50x12 mm 9.35.2.2 50x20 mm 9.36 providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart ( frames to be paid separately ) including fixing 50x12 mm beading complete with : second class teak wood. 9.37 providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade i, is : 3087 marked, , including fixing with 25x3 mm m.s. flat 10 cm long fixed to pelmet with haldu, kail, bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 9.38 providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board isi marked is: 14842, including top cover of 6 mm coir veneer board, nickle plated brackets, including fixing with 25x3 mm m.s. flat 10 cm long fixed to pelmet with haldu, kail, bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 9.39 extra for using veneered particle board conforming to is 3097 grade i, in item of pelmet 18mm thick 150mm wide. 9.39.1 non decorative veneer on both sides. 9.39.2 particle board with decorative veneering on both sides. 9.40 providing and fixing teak wood lipping of size 25x3 mm in pelmet. 9.41 providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with c.p. brass screws and wooden plugs, etc., wherever necessary complete: 9.41.1 12 mm dia. 9.41.2 20 mm dia. 9.41.3 25 mm dia. 9.42 providing and fixing nickel plated curtain rods m.s. pipe with nickel plated brackets : 9.42.1 20 mm dia ( heavy type ) 9.42.2 25 mm dia ( heavy type ) 9.43 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.43.1 fixed to steel windows by welding. 9.43.2 fixed to openings / wooden frames with rawl plugs screws etc. 9.44 providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of ii nd class teak wood and priming coat with approved steel primer all complete. 9.45 providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 9.46 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete. 9.46.1 with 2nd class teak wood beading 62x19 mm. 9.46.2 with 12 mm mild steel u beading. 9.47 deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 kg. per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick. 9.48 providing 40x5 mm flat ( iron hold fast 40 cm long ) ( 0.628 kg ) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix ( 1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size ) 9.49 providing wooden beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with : 9.49.1 sal wood. 9.49.2 haldu, kail, bija wood. 9.50 providing and fixing isi marked m.s. pressed butt hinges bright finished with necessary screws etc. complete : 9.50.1 125x65x2.12 mm 9.50.2 100x58x1.90 mm 9.50.3 75x47x1.70 mm 9.50.4 50x37x1.50 mm 9.51 providing and fixing is : 1341 marked m.s. heavy weight butt hinges with necessary screws etc. complete : 9.51.1 125x90x4.00 mm 9.51.2 100x75x3.50 mm 9.51.3 75x60x3.10 mm 9.51.4 50x40x2.50 mm 9.52 providing and fixing isi marked oxidised m.s. pressed butt hinges with necessary screws etc. complete. 9.52.1 125x65x2.12 mm 9.52.2 100x58x1.90 mm 9.52.3 75x47x1.70 mm 9.52.4 50x37x1.50 mm 9.53 providing and fixing isi marked oxidised m.s. pressed parliamentary hinges with necessary screws etc. complete : 9.53.1 150x125x27x2.80 mm 9.53.2 125x125x27x2.80 mm 9.53.3 100x125x27x2.80 mm 9.53.4 75x100x20x2.24 mm 9.54 providing and fixing isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete : 9.54.1 150 mm 9.54.2 125 mm 9.54.3 100 mm 9.55 providing and fixing oxidised m.s. double acting spring hinges with necessary screws etc. complete. 9.55.1 150 mm 9.55.2 125 mm 9.55.3 100 mm 9.56 providing m.s. piano hinges isi marked is: 3818 finished with nickel plating and fixing with necessary screws etc., complete. 9.56.1 overall width 35 mm. 9.56.2 overall width 50 mm. 9.56.3 overall width 65 mm. 9.57 providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete: 9.57.1 300x16 mm 9.57.2 250x16 mm 9.58 providing and fixing isi marked oxidised m.s. tower bolt black finish, ( barrel type ) with necessary screws etc. complete : 9.58.1 250x10 mm 9.58.2 200x10 mm 9.58.3 150x10 mm 9.58.4 100x10 mm 9.59 providing and fixing isi marked 85x42mm oxidised m.s. pull bolt lock conforming to is: 7534 with necessary screws bolts, nut and washers etc. complete 9.60 providing and fixing isi marked oxidised m.s. door latches conforming to is:5930 with screws etc. complete : 9.60.1 300x20x6 mm 9.60.2 250x20x6 mm 9.61 providing and fixing isi marked oxidised m.s. handles conforming to is:4992 with necessary screws etc. complete : 9.61.1 125 mm 9.61.2 100 mm 9.61.3 75 mm 9.62 providing and fixing oxidised m.s. hasp and staple ( safety type ) conforming to is : 363 with necessary screws etc. complete : 9.62.1 150 mm 9.62.2 115 mm 9.62.3 90 mm 9.63 providing and fixing oxidised m.s. casement stays ( straight peg type ) with necessary screws etc. complete. 9.63.1 300 mm weighing not less than 200 gms. 9.63.2 250 mm weighing not less than 150 gms. 9.63.3 200 mm weighing not less than 120 gms. 9.64 providing and fixing oxidised m.s. safety chain with necessary fixtures for doors. ( weighing not less than 450 gms. ) 9.65 providing and fixing isi marked stainless steel sliding door bolts with nuts and screws etc. complete: 9.65.1 300x16 mm 9.65.2 250x16 mm 9.66 providing and fixing isi marked stainless steel tower bolt black finish, ( barrel type ) with necessary screws etc. complete : 9.66.1 250x10 mm 9.66.2 200x10 mm 9.66.3 150x10 mm 9.66.4 100x10 mm 9.67 providing and fixing isi marked 85x42mm stainless steel pull bolt lock with necessary screws bolts, nut and washers etc. complete. 9.68 providing and fixing isi marked stainless steel door latches with screws etc. complete : 9.68.1 300x20x6 mm 9.68.2 250x20x6 mm 9.69 providing and fixing isi marked stainless steel handles with necessary screws etc. complete : 9.69.1 125 mm 9.69.2 100 mm 9.69.3 75 mm 9.70 providing and fixing stainless steel hasp and staple ( safety type ) conforming to is specification with necessary screws etc. complete : 9.70.1 150 mm 9.70.2 115 mm 9.70.3 90 mm 9.71 providing and fixing stainless steel casement stays ( straight peg type ) conforming to is specification with necessary screws etc. complete. 9.71.1 300 mm weighing not less than 200 gms. 9.71.2 250 mm weighing not less than 150 gms. 9.71.3 200 mm weighing not less than 120 gms. 9.72 providing and fixing stainless steel safety chain with necessary fixtures for doors. conforming to is specification ( weighing not less than 450 gms. ) 9.73 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 9.73.1 125x64x1.90 mm 9.73.2 100x58x1.90 mm 9.73.3 75x47x1.80 mm 9.73.4 50x37x1.50 mm 9.74 providing and fixing is : 12817 marked stainless steel butt hinges ( heavy weight ) with stainless steel screws etc. complete : 9.74.1 125x64x2.50 mm 9.74.2 100x60x2.50 mm 9.74.3 75x50x2.50 mm 9.75 providing and fixing 50 mm stainless steel cup board or wardrobe knob with necessary screws ( best make of approved quality ) 9.76 providing and fixing stainless steel hanging type floor door stopper with necessary screws, etc. complete. 9.77 providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 9.77.1 125x85x5.5 mm ( heavy type ) 9.77.2 125x70x4 mm ( ordinary type ) 9.77.3 100x85x5.5 mm ( heavy type ) 9.77.4 100x70x4 mm ( ordinary type ) 9.77.5 75x65x4 mm ( heavy type ) 9.77.6 75x40x2.5 mm ( ordinary type ) 9.77.7 50x40x2.5 mm ( ordinary type ) 9.78 providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.78.1 150x125x27x5 mm 9.78.2 125x125x27x5 mm 9.78.3 100x125x27x5 mm 9.78.4 75x100x20x3.2 mm 9.79 providing and fixing bright finished brass tower bolts ( barrel type ) with necessary screws etc. complete : 9.79.1 400x10 mm 9.79.2 250x10 mm 9.79.3 200x10 mm 9.79.4 150x10 mm 9.79.5 100x10 mm 9.80 providing and fixing bright finished brass door latch with necessary screws etc. complete. 9.80.1 300x16x5 mm 9.80.2 250x16x5 mm 9.81 providing and fixing bright finished brass handles with necessary screws etc. complete. 9.81.1 125 mm 9.81.2 100 mm 9.81.3 75 mm 9.82 providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete. 9.82.1 300x16mm 9.82.2 250x16mm 9.83 providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete ( best make of approved quality ) . 9.84 providing and fixing bright finished brass 100 mm mortice latch and lock isi marked with six levers and a pair of anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) aluminium lever handles with necessary screws etc. complete ( best make of approved quality ) . 9.85 providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete ( best make of approved quality ) . 9.86 providing and fixing bright finished brass night latch including necessary screws etc. complete ( best make of approved quality ) . 9.87 providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete ( best make of approved quality ) : 9.87.1 40 mm 9.87.2 50 mm 9.87.3 65 mm 9.87.4 75 mm 9.88 providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws ( best make of approved quality ) 9.89 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 9.90 providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. 9.91 providing and fixing bright finished brass casement stays ( straight peg type ) with necessary screws etc. complete : 9.91.1 300 mm weighing not less than 330 gms 9.91.2 250 mm weighing not less than 280 gms 9.91.3 200 mm weighing not less than 240 gms 9.92 providing and fixing bright finished brass hasp and staple ( safety type ) with necessary screws etc. complete: 9.92.1 150 mm 9.92.2 115 mm 9.92.3 90 mm 9.93 providing and fixing cromium plated brass hanging type floor door stopper with necessary screws, etc. complete. 9.94 providing and fixing aluminium die cast body tubular type universal hydraulic door closer ( having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm ) with necessary accessories and screws etc. complete. 9.95 providing and fixing aluminium extruded section body tubular type universal hydraulic door closer ( having brand logo with isi, is : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm ) with double speed adjustment with necessary accessories and screws etc. complete. 9.96 providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete ( best make of approved quality ) . 9.97 providing and fixing chromium plated brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete ( best make of approved quality ) . 9.98 providing and fixing chromium plated brass night latch including necessary screws etc. complete ( best make of approved quality ) . 9.99 providing and fixing special quality chromium plated brass cupboard locks with six levers including necessary screws etc. complete ( best make of approved quality ) of : 9.99.1 size 40 mm 9.99.2 size 50 mm 9.99.3 size 65 mm 9.99.4 size 75 mm 9.100 providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. 9.101 providing and fixing chromium plated brass sliding door bolts isi marked with nuts and screws etc complete. 9.101.1 300x16mm 9.101.2 250x16mm 9.102 providing and fixing chromium plated brass tower bolts isi marked with nuts and screws etc complete. 9.102.1 400x10mm 9.102.2 300x10mm 9.102.3 250x10mm 9.102.4 200x10 mm 9.102.5 150x10 mm 9.102.6 100x10 mm 9.103 providing and fixing chromium plated brass door latch isi marked with necessary screws etc complete. 9.103.1 300x16x5mm 9.103.2 250x16x5mm 9.104 providing and fixing chromium plated brass night latch isi marked with necessary screws etc complete. 9.105 providing and fixing chromium plated brass handles with necessary screws etc. complete: 9.105.1 125 mm 9.105.2 100 mm 9.105.3 75 mm 9.106 providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. 9.107 providing and fixing chromium plated brass casement stays ( straight peg type ) with necessary screws etc. complete : 9.107.1 300 mm weighing not less than 330 gms 9.107.2 250 mm weighing not less than 280 gms 9.107.3 200 mm weighing not less than 240 gms 9.108 providing and fixing isi marked aluminium butt hinges anodised ( anodic coating not less than grade ac 10 as per is: 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete: note: aluminum hinges shall not be used in wooden shutters. 9.108.1 125x75x4 mm 9.108.2 125x63x4 mm 9.108.3 100x75x4 mm 9.108.4 100x63x4 mm 9.108.5 100x63x3.2 mm 9.108.6 75x63x4 mm 9.108.7 75x63x3.2 mm 9.108.8 75x45x3.2 mm 9.109 providing and fixing aluminium sliding door bolts isi marked anodised ( anodic coating not less than grade ac 10 as per is: 1868 ) transparent or dyed to required colour or shade with nuts and screws etc. complete: 9.109.1 300x16 mm 9.109.2 250x16 mm 9.110 providing and fixing aluminium tower bolts isi marked anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.110.1 400x10mm 9.110.2 300x10 mm 9.110.3 250x10 mm 9.110.4 200x10 mm 9.110.5 150x10 mm 9.110.6 100x10 mm 9.111 providing and fixing aluminium pull bolt lock anodised isi marked ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete. 9.112 providing and fixing 50cm long aluminium kicking plate 100x3.15 mm anodised ( anodic coating not less than grade ac 10 as per is :1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete. 9.113 providing and fixing aluminium handles isi marked anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.113.1 125 mm 9.113.2 100 mm 9.113.3 75 mm 9.114 providing and fixing aluminium hanging floor door stopper isi marked anodised ( anodic coating not less than grade ac 10 as per is: 1868 ) transparent or dyed to required colour and shade with necessary screws etc. complete. 9.114.1 single rubber stopper 9.114.2 twin rubber stopper 9.115 providing and fixing aluminium casement window stays isi marked anodised ( anodic coating not less than grade ac 10 as per is: 1868 ) transparent or dyed to required colour and shade with necessary screws etc. complete. 9.116 providing and fixing aluminium tee channels ( heavy duty ) with rollers, stop end in pelmets as curtain rod. 9.117 providing and fixing aluminum u beading of required size to pre laminated / flush door shutter including fixing etc. complete as per direction of engineer in charge. 9.118 providing and fixing ptmt handles with necessary screws etc. complete. 9.118.1 125x34x24 mm weighing not less than 23 gms. 9.118.2 150x34x24 mm weighing not less than 26 gms. 9.119 providing and fixing ptmt butt hinges with necessary screws etc. complete. 9.119.1 75x60x10 mm fitted with 5.5 mm dia m.s. bright bar rod weighing not less than 34 gms. 9.119.2 100x75x10 mm fitted with 5.5 mm dia ms bright bar rod weighing not less than 53 gms. 9.120 providing and fixing ptmt tower bolts with 12 mm one piece rod inside and necessary screws etc., complete. 9.120.1 152x42x18 mm weighing not less than 60 gms. 9.120.2 202x42x18 mm weighing not less than 78 gms. 9.121 providing and fixing ptmt door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. 9.122 providing and fixing ptmt hanging type floor door stoper with necessary screws etc complete. 9.123 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: 9.123.1 35 mm thick shutters with isi marked m.s. pressed butt hinges bright finished of required size. 9.123.1.1 second class teak wood. 9.123.1.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.123.1.3 kiln seasoned selected class of sheesham wood. 9.123.2 35 mm thick shutters with isi marked stainless steel butt hinges of required size. 9.123.2.1 second class teak wood. 9.123.2.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.123.2.3 kiln seasoned selected class of sheesham wood. 9.123.3 30 mm thick shutters with isi marked m.s. pressed butt hinges bright finished of required size. 9.123.3.1 second class teak wood. 9.123.3.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.123.3.3 kiln seasoned selected class of sheesham wood. 9.123.4 30 mm thick shutters with isi marked stainless steel butt hinges of required size. 9.123.4.1 second class teak wood. 9.123.4.2 kiln seasoned and chemically treated haldu, kail, bija wood. 9.123.4.3 kiln seasoned selected class of sheesham wood. 9.124 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 9.124.1 with 2nd class teak wood beading 62x19 mm. 9.124.2 with 12 mm mild steel u beading. 9.125 providing and fixing bamboo jaffery / fencing consisting of superior quality 25mm dia ( average ) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of haldu, kail, bija wood in scantling of section 50x25mm fixed with nails and g.i wire on existing support complete as per direction of engineer in charge. 9.126 providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 50x50mm ( base and height ) . 9.127 providing and fixing 2nd class teak wood lipping / moulded beading or taj beading of size 18x5mm fixed with wooden adhesive of approved quality and screws / nails on the edges of the pre laminated particle board as per direction of engineer in charge. 9.128 providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete ( best make of approved quality ) as per direction of engineer in charge. 9.129 providing and fixing magnetic catcher in cupboard / ward robe shutters including fixing with necessary screws etc. complete ( best make of approved quality ) . 9.129.1 triple strip vertical type. 9.129.2 double strip ( horizontal type ) . 9.130 providing and fixing magic eye in door shutters including fixing. complete ( best make of approved quality ) . 9.131 providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of engineer in charge. 9.131.1 300mm long 9.131.2 450mm long 9.131.3 500mm long 9.132 providing and fixing sliding arrangement in racks / cupboards / cabinets shutter by p / f stainless steel rollers to run inside c or e aluminium channel section ( the payment of c or e channel shall be made separately ) 9.133 providing and fixing 12mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebates to be measured ) . panelling for panelled or panelled and glazed shutters 25mm to 40mm thick. 9.133.1 marine plywood conforming to is: 710 9.133.2 fire retardant plywood conforming to is: 5509. 9.134 providing and fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s including cost of adhesive of approved quality. 9.134.1 1.5 mm thick. 9.134.2 1.0 mm thick. 9.135 providing and fixing cup board shutters 25mm thick, with pre laminated flat pressed three layer particle board or graded wood particle board is: 12823 marked exterior grade ( grade l type ll ) having one side decorative lamination and other side balancing lamination including iind class teak wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of the engineer in charge . 9.136 providing and fixing cup board shutters with 25mm thick veneered particle board is : 3097 marked exterior grade ( grade i ) of approved make including iind class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of engineer in charge. 9.136.1 with decorative veneering on one side and commercial veneering on other side. 9.136.2 with non decorative veneering on both sides. 9.137 providing and fixing factory made shutters of 25 mm thick pre laminated particle board flat pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to is: 12823 grade l type ll, of approved design, and edges sealed with water resistant paint and lipped with aluminium u type edge beading all round the shutter, including fixing with angle cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges 100x63x4 mm etc. complete as per architectural drawing and direction of engineer in charge ( cost of u beading and hinges will be paid for separately ) . 9.138 providing and fixing in wall lining mdf board medium density fibre board is: 14587:1998 marked, pre laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. 9.138.1 12 mm thick. 9.138.2 18 mm thick. 9.138.3 25 mm thick. 9.139 providing and fixing 25mm thick pre laminated medium density fibre board exterior grade ( grade i ) is:14587:1998 marked one side decorative to be sealed with pvc edge bending tape 2.00 mm thick of approved brand including isi marked nickeled plated bright finishing m.s. piano hinges is:3818 marked with necessary screwed complete 9.140 providing and fixing skirting with pre laminated medium density fibre board exterior grade ( grade i ) is: 14587:1998 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with pvc edge bending tape 2.00 mm thick of approved brand complete. 9.140.1 18 mm thick 9.140.2 25 mm thick 9.141 providing and fixing partition upto ceiling height consisting of g.i. frame and required board including providing and fixing of frame work made of special section power pressed / roll form g.i. sheet to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corner ( 25 mm x 25 mm x 0.5 mm ) , joint finisher and two coats of primer suitable for board as per manufactures specification and direction of engineer in charge all complete. 9.141.1 75mm overall thickness partition with 12.5 mm thick double skin fire rated glass reinforced gypsum ( grg ) plaster board conforming to is: 2095: part 3 1996 board with bis certification marks. 9.141.2 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain gypsum plaster board conforming to is:2095: part i 1996 board with bis certification marks. 9.141.3 66mm overall thickness partition with 8mm thick double skin calcium silicate board made with calcareous and siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with compressive strength 225 kg / sq.cm, bending strength 100 kg. / sq.cm. 9.141.4 66mm overall thickness partition using 8mm thick double skin non asbestos multipurpose cement board reinforced with cellulose fibre manufactured through autoclaving process ( high pressure steam cured ) as per is: 14862 with suitable fibre cement screw. 9.141.5 68mm overall thickness partition using 9mm thick heavy duty fibre cement board double skin non asbestos, reinforced with cellulose fibre, manufactured through autoclaving proces ( high presssure steam cured ) type a, category 4 conforming to is 14862:2000. ( for wet areas ) 9.141.6 70 mm overall thickness partition using 10mm thick double skin non asbestost multipurpose termite, fire & moisure resistance ( acoustic 30db ) cement bonded particle board as per is: 14276 with suitable cement bonded board screw. 9.142 providing and fixing, in position concealed g.i. section for wall paneling using board of required thickness fixed on the w profile ( 0.55mm thick ) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.55 mm, placed @ 610mm c / c with fully threaded self tapping dry wall screws. board is fixed to the w profile with 25 mm countersunk ribbed head screws @ 200mm c / c., all complete as per the drawing and directions of engineer in charge the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. 9.142.1 10 mm thick tapered edge calcium silicate board made with calcareous and siliceous materials reinforced with cellulose fibre manufactured through autoclaving process to give stable crystalline structure, with compressive strength 225 kg / sq.cm, bending strength 100 kg / sq.cm. 9.142.2 12 mm thick gypsum board conforming to is: 2095 part i. 9.142.3 8 mm thick non asbestost multipurpose termite, fire & moisure resistance cement bonded particle board as per is: 14276 with suitable cement bonded board screw. 9.142.4 8mm both side factory prelamianted cement bonded particle board as per is: 15786. 9.142.5 9mm thick non asbestos, heavy duty fibre cement board reinforced with cellulose fibre manufactured through autoclaving process ( high pressure steam cured ) type a, category 4, conforming to is 14862. 9.143 providing and fixing frame work for partitions / wall lining etc. made of 50x50x1.6mm hollow ms tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways ( vertically and horizontally ) including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of engineer in charge. 9.144 providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebated to be measured ) . panelling for panelled and glazed shutters 25mm to 40mm thick: pre laminated with decorative lamination on both side exterior grade i mdf board 12 mm thick confirming to is:14587 9.145 providing and fixing pre laminated medium density fibre board exterior grade ( grade i ) is: 14587:1998 marked, to frame, backing or studding with screws etc. complete ( frames, backing or studding to be paid separately ) . 9.145.1 board 12 mm thick 9.145.2 board 18 mm thick 9.146 providing and fixing pre laminated medium density fibre board is: 14587:1998 marked, with one side decorative lamination other side balancing lamination grade i ( exterior grade ) in shelves with screws and fittings wherever required, edges to be sealed with pvc edge bending tape 2.00 mm thick of approved brand ( fittings to be paid separately ) . 9.146.1 18 mm thick 9.146.2 25 mm thick 9.147 providing and installation of acoustical wall panelling fabric finish hardened square edge, fr grade fabric ( colour as approved by egnineer in charge ) wrapped soft fibre core ( glass fibre ) panel having metal framing, of size 600x2100x25mm having density 100 120kgs / m3, weight 3.0kg / m2 nrc up to 0.9 installed by using impaling clip. impaling clips are attached directly to the wall / frame work with the points extending outward. then panels shall positioned and pressed into place. 9.148 providing and installation of acoustical wall panelling wood finish slats made out of hdf board , melamine / veneer laminated finish, perforated wooden grooved slats ( 2mm grooves @ 8mm centers ) / ( 2mm slats @16mm pitch ) / ( 2mm grooves @ 32mm centers ) / ( 2mm grooves @ 64mm centers ) , aluminium core cross channel having thickness 0.5mm, length 2400mm, web 15mm and 27mm, depth 18mm and flanges of 7mm with suitable edge and centre brackets is then fixed perpendicular to the cross channel with the help of fasteners at every 400mm centers. contractor to provide expansion joints of 3mm at every 5mts bothways. 9.149 providing and installation of paintble acoustic wall panelling consisting of strand kerfed edge paint finished as approved by engineer in charge. magnesite bonded wood fiber panels of size 600x2400x20mm having density 400kg / m3, weight 8 20kg / m2 which is fixed to gi strut system. fastened to wall positioned horizontally in a regular manner at 600mm centers. pvc vinyl core uv treated h spline having thickness 2mm and length 2400mm to be fixed perpendicular to the cross channel at 600mm centers. the kerfed edge panels shall be then inserted into the h spline against wall to perfect fit. 9.149.1 wt. 8.20 kg / m2 9.149.2 wt. 4.2 kg / m2 9.150 providing and fixing plain lining with necessary screws / nuts and bolts / nails including a coat of approved primer on one face and fixed on wooden / steel frame work complete as per direction of engineer in charge. ( frame work shall be paid for separately ) 12mm thick commercial ply conforming to is: 1328 bwr type. 9.151 providing and installation of acoustic wall panelling consisting of soak coard of selected colours as approved by engineer in charge. kerf edge fabric wrapped wood fiber panels of size 600x2400x20mm having density 400kgs / m3, weight 4 20kg / m2 installed by using gi strut system. pvc vinyl core uv treated h spline having thickness 2mm and length 2400mm to be fixed perpendicular to the cross channels at 600mm centers. kerfed edge fabric wrapped panels shall be then inserted into the h spline against wall to perfect fit. 9.152 providing and installation of acoustic wall panelling consisting of soak cord of selected colours as approved by engineer in charge, square edge fabric wrapped wood fiber panels of size 600x1200x10mm having density 400kgs / m3, weight 4 20kg / m2 installed by using gi struts, z bars. gi z bars having 40mm height, thickness 1.2mm is first fixed behind the panels by identifying resin spots by using suitable fasteners.clean exposed surfaces of wall and ensure walls are in plumb line before installing on wall ( provide necessary packing shims if required ) . soak cord square edge panels shall be slided into the z bars fixed on wall. 9.153 providing and installation of acoustic wall panelling consisting of stretch nrc by using fr grade nrc fabric of size 1700mm width, shall be stretched by using wooden base 10mm thick, rigid vinyl stretch tracks half wrap / full wrap 25mm and midseam 300mm centers. the fabric is stuck on the align tape ( by removing the protective cover ) at the same time as being stretched and tucked into the stretch tracks and secure into the locking jaws so that it will be smooth, free of wrinkles with the tucking tools. note minimum 50mm additional fabric is required for tucking hence maximum module width would be 1600mm. 9.154 providing and installation of wall panelling consisting of square edge magnesia core panels of size 1100x2400x8mmmm having density 1000kgs / m3, weight 8kg / m2 installed by using gi strut system. the gi struct system includes cross channel having thickness 0.45mm, length 3600mm, knurled web 40, depth 10mm and equal flanges of 15mm is fastened to wall positioned horizontally in a regular manner at 600mm c / c. the panels to be fixed on the cross channel with suitable fasteners. 9.155 supplying and installation of magnesia block 66 mm thick drywall partition including framework includes floor / head gi channels having thickness 0.5mm, length 3600mm, equal flanges of 32mm and web of 50mm fixed to floor and ceiling with suitable fasteners at 300mm centers staggered. second layer of magenesia oxide block 8mm thick should be fixed other side of the frame work similar fashion as the first layer. 3mm gap should be maintained between boards.3 mm gap shall be filled with jointing compound. magnesia oxide block shall have following physical charecterstics. 9.155.1 using 8mm thick magnesia block 9.155.2 using10mm thick magnesia block 9.155.3 using12mm thick magnesia block 9.155.4 using12mm thick magnesia block 9.156 add extra for providing and fixing thermal insulation by providing 50mm thick synth pf having dencity 1000 gsm within the cavity held in position by using chicken wire mesh / cross bracing / pasting to the wall. 9.157 providing and laying gypsum panel partitions 100mm thick with water proof gypsum panels of size 666x500x100mm, made of calcite phosphor gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturers specifications in superstructure above plinth level up to floor ii level. gypsum blocks will have a minimum compressive strength of 9.3 kg / cm2. 9.158 providing and fixing factory made upvc door frame made of upvc extruded sections having an overall dimension as below ( tolerance ±1mm ) , with wall thickness 2.0 mm ( ± 0.2mm ) , corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. the hinge side vertical of the frame reinforced by galvanized m.s. tube of size 19 x 19mm and 1mm ( ± 0.1 mm ) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of engineer in charge: 9.158.1 extruded section profile size 48x40 mm. 9.158.2 extruded section profile size 42x50 mm. 9.159 providing and fixing panelled upvc door shutter to existing door frames. 24 mm thick factory made upvc door shutters made of styles and rails of a upvc hollow section of size 59x24 mm and wall thickness 2 mm ( ± 0.2 mm ) with inbuilt edging on both sides. the panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised m.s. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of engineer in charge. ( for w.c. and bathroom door shutter ) . 9.160 providing and fixing upvc panelled door shutter upvc 30 mm thick factory made pvc or upvc door shutter made of styles and rails of a upvc hollow section of size 60x30 mm and wall thickness 2 mm ( ± 0.2 mm ) , the panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised m.s. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of engineer in charge. 9.161 providing and fixing 25mm thick pvc flush door shutters made out of a one piece multi chamber extruded pvc section of the size of 762mmx25mm or less as per requirement with an average wall thickness of 1mm ( ± 0.3mm ) . pvc foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. the top and bottom edges of the shutter are covered with an end cap of the size 25mmx11mm. door shutter shall be reinforced with special polymeric reinforcements as per required specification and direction of engineer in charge to take up necessary hardware and fixtures. stickers indicating the locations of hardware will be pasted at appropriate places. 9.162 providing and fixing 37 mm thick factory made pvc door shutter, styles and rails made of pvc hollow section of size 100mmx37mm with wall thickness 2mm ( ±0.2mm ) , with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos. of plastic brackets of size 100mmx37mm, wall thickness 2mm ( +0.2mm ) will be fixed to the vertical styles. providing with pvc snapfit beads and panel of size 100mmx20 mm, and inserting 2 nos. tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturers specification and direction of engineer in charge. 9.163 providing and fixing, factory made, pvc door frame made of pvc extruded sections of size 75mmx53 mm, having wall thickness 2.0mm ( ±0.2mm ) . both verticals sides of the frame reinforced with pvc profile of cross section size 28mm x 30mm x2mm thickness ( ± 0.2 mm ) and 75mmx200 mm long, including reinforcing both ends of the top frame with pvc profile. pvc door frame and pvc reinforcement profile to be mitred cut jointed and fusion welded together, including providing and fixing 3 nos. of 125mm long stainless steel hinges to frame, fixing the frame with jamb with required nos. and sizes of anchor dash fastener, all complete as per manufacturers specification and direction of engineer in charge. 9.164 providing and fixing 37 mm thick factory made pvc door shutter, styles and rails made of pvc hollow extruded printed and laminated section having overall dimension 115mm x 37mm with wall thickness , panels of 100 x 20 mm printed and laminated and inserting 2 nos. 6 mm dia. bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturers specification and direction of engineer in charge. 9.165 providing and fixing factory made p.v.c. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid pvc foam sheet, mitred at corners and joined with 2 nos. of 150mm long brackets of 15x15mm m.s. square tube, the vertical door frame profiles to be reinforced with 19x19mm m.s. square tube of 19 gauge, epdm rubber gasket weather seal to be provided through out the frame. the door frame to be fixed to the wall using m.s. screws of 65 / 100mm size, complete as per manufacturers specification and direction of engineer in charge. 9.166 providing and fixing factory made 30 mm thick pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. m.s. frame shall have a coat of steel primers and joined together with solvent cement adhesive. an additional 5mm thick pvc strip of 20mm width is to be stuck on the interior side of the c channel using pvc solvent adhesive etc. complete as per direction of engineer in charge. manufacturer’s specification and drawing. 9.166.1 plain pvc door shutters. 9.166.2 pre laminated pvc door shutters. 9.167 providing and fixing factory made door frame ( single rebate ) made out of single piece extruded solid pvc foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width and 32 mm thickness, frame will be mitred and jointed with self driven self tapping screws of size 38 mm x 4 mm and pvc solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer’s specification and direction of engineer in charge. 9.168 providing and fixing factory made 30 mm thick door shutter made of solid pvc foam profile. the styles and rails shall be of size 75 mmx30 mm having wall thickness 5 mm. the styles, top and bottom rails shall have one side wall thickness of 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of pvc solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of engineer in charge: 9.168.1 non decorative finish. 9.168.2 decorative finish ( both side wood grained finish ) . 9.169 providing and fixing factory made single extruded wpc ( wood polymer composite ) solid door / window / ceosetory windows and other frames / chowkhat comprising of virgin polymer of k value 58 60 of class a category with property of being termite / borer proof, water / moisture proof and fire retardant and fixed in position with m.s. hold fast / lugs / s.s.dash fasteners of required dia and length complete as per direction of engineer in charge. ( m.s. hold fast / lugs or s.s. dash fasteners shall be paid separately ) 9.169.1 single rebate ( 75 mm x 50 mm ) 9.169.2 single rebate ( 100 mm x50 mm ) 9.169.3 single or double rebate ( 125 mm x 65 mm ) 9.170 providing and fixing factory made single extruded wpc ( wood polymer composite ) solid plain flush door shutter of required size comprising of virgin polymer of k value 58 60 ( suspension grade ) , calcium carbonate and natural fibers ( wood powder / rice .husk / wheat husk ) and non toxic additives property of being termite / borer proof, water / moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk s.s screws, all as per direction of engineer incharge. ( note: stainless steel butt hinges and necessary s.s screws shall be paid separately ) 9.170.1 24 mm thick wpc ( wood polymer composite ) solid plain flush door shutter 9.170.2 28 mm thick wpc ( wood polymer composite ) solid plain flush door shutter 9.170.3 30 mm thick wpc ( wood polymer composite ) solid plain flush door shutter 9.170.4 35 mm thick wpc ( wood polymer composite ) solid plain flush door shutter 9.171 providing and fixing factory made single extruded wpc ( wood polymer composite ) solid decorative type flush door shutter of required size comprising of virgin polymer of k value 58 60 of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk s.s screws, all as per direction of engineer incharge. ( note: stainless steel butt hinges and necessary s.s screws shall be paid separately ) . 9.171.1 30 mm thick wpc ( wood polymer composite ) solid decorative type flush door shutter 9.171.2 35 mm thick wpc ( wood polymer composite ) solid decorative type flush door shutter 9.172 providing and fixing factory made single extruded wpc ( wood polymer composite ) solid board one side white colour and other side of board laminated with pvc foil of minimum 14 micron thickness of approved design pasted with property of being termite / borer proof, water / moisture proof and fire retardant and fixing with stainless steel piano hinges / soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk s.s screws, all as per direction of engineer in charge. ( note: stainless steel piano hinges / soft close clip on concealed hinges and necessary s.s screws shall be paid separately ) 9.172.1 18 mm thick 9.172.2 25 mm thick 9.173 providing and fixing factory made single extruded wpc ( wood polymer composite solid plain white color board for backing of cupboards and bathrooms / kitchen cabinets etc. of required size comprising of virgin polymer of k value 58 60 ( suspension grade ) , and screw withdrawal strength of 1800 n ( face ) & 900 n ( edge ) , minimum compressive strength 50 n / mm2, modulus of elasticity 850 n / mm2 and resistance to spread of flame of class a category with property of being termite / borer proof, water / moisture proof and fire retardant and fixing with stainless steel screws etc. all as per direction of engineer in charge. ( note: stainless steel screws shall be paid separately ) 9.173.1 6 mm thick 9.173.2 12 mm thick 9.174 providing and fixing factory made 18 mm thick single extruded wpc ( wood polymer composite ) solid plain white colour board jali cnc ( computer numeric control ) routed of approved design by engineer in charge which are machine cut for duct / shaft covering, partitions and facades comprising of virgin polymer of k value 58 60 of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and ss screws etc., all complete as per direction of engineer in charge. ( note: m.s ( mild steel ) framework with priming coat and necessary ss fasteners and ss screws shall be paid separately. 9.175 providing and fixing pvc door frame of size 50x47mm with a wall thickness of 5 mm ( ±0.2 mm ) made out of single piece extruded pvc profile, with mitred cut joints and joint with 2nos of pvc bracket of size 40x20mm m.s. rectangular tube of 0.8 mm , including providing epdm rubber gasket weather seal throughout the frame, including jointing 5mm pvc frame strip with pvc solvent cement on the back of the profile. the door frame to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer’s specification and direction of engineer in charge. 9.176 35 mm thick factory made solid panel pvc door shutter made out of single piece extruded soild pvc profiles, 5mm ( ±0.2mm ) thick, having styles and rails ( except lock rail ) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered ( on both side ) , having one side thickness of 15 mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x11 mm, including providing 5mm single piece solid pvc extruded sheet inserted in the door as panel, all complete as per manufacturers specification and direction of engineer in charge . 9.176.1 non decorative finish ( matt finish ) . 9.176.2 decorative finish ( wood grained finish ) . 9.177 providing and fixing pvc rigid foam sheet 1mm thick on existing door shutters ( bathroom and w.c. doors ) using synthetic rubber based adhesive. 9.178 providing and fixing fibre glass reinforced plastic ( frp ) door frames of cross section 90mm x 45mm having single rebate of 32mmx15mm to receive shutter of 30mm thickness .the laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat .doorframe laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. the frame shall be covered with fibreglass from all sides. ms stat shall be provided 9.179 providing and fixing to existing door frames. 30 mm thick glass fibre reinforced plastic ( frp ) panelled door shutter of required colour and approved brand and manufacture, made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick frp laminate for panels conforming to is: 14856 including fixing to frames. 9.180 providing and fixing door frame frp 30mm thick fiberglass reinforced plastic ( f.r.p. ) flush door shutter in different plain and wood inish made with fire retardant grade unsaturated polyurethane foam ( puf ) / polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of f.r.p. laminate conforming to table 3 of is: 14856, complete as per direction of engineer in charge. 9.181 providing and fixing factory made fibreglass reinforced plastics ( f.r.p. ) chajja 4mm thick of required colour, size and design made by resin transfer moulding ( rtm ) frp chajja should be manufactured using unsaturated polyester resin as per is: 6746 duly reinforced with fibre glass chopped strand mat ( csm ) as per is: 11551 complete with protective gel coat u / v coating on top for complete resistance from the extreme of temperature, weather and sunlight. 9.182 providing and fixing fire resistant door frame of section 143x57 mm having built in rebate made out of 16 swg g.i.sheet ( zinc coating not less than 120 gm / sqm ) duly filled with vermuculite based of size 10x4 mm ( minimum ) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of engineer in charge ( dash fastener to be paid for separately ) . 9.183 providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to is:3614 ( part ii ) tested and certified as per laboratory approved by engineer in charge with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 swg g.i.sheet ( zinc coating not less than 120 gm / m2 ) duly filled fr insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of engineer in charge ( panneling to be paid for separately ) . 9.184 providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc., with g.i. beading of appropriate size made out of 20 swg g.i.sheet ( zinc coating not less than 120 gm / m2 ) , fire resistant sealant, including applying a coat of approved fire resistant primer on g.i. beading etc. complete all as per direction of engineer in charge. with clear fire resistant glass panes 6mm thick of approved brand, having minimum 60 minutes fire resistance. 9.185 providing and fixing panic bar / latch ( double point ) fitted with a single body, trim latch and lock on back side of the panic latch of reputed brand and manufacture to be approved by the engineer in charge, all complete. 9.186 providing and fixing factory made upvc door frame made of upvc exturded sections, of size 65 mmx55 mm with wall thickness 2.0 mm ( ±0.2 mm ) , corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with pvc profile of size 28 mmx30 mm having wall thickness 2 mm ( ±0.2mm ) , including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturers specification and direction of engineer in charge. 9.187 providing and fixing, upvc factory made, white colour casement / sliding window and door made of extruded profiles. profiles of frames and sash will be mitered cut and fusion welded at all corners including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, epdm gasket, 1.2 ± 0.2mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mmx100 mm long fasteners, all complete as per direction of engineer in charge. ( glazing, hardware hinges and fitting etc. to be paid separately. ) 9.187.1 casement window ( outward / inward opening ) with hinge system. 9.187.1.1 frame ( 50 mm x 50mm ) 9.187.1.2 sash ( style and rail ) ( 62 mm x 34 mm ) 9.187.1.3 mullion ( intermediate section ) ( 66mm x 50 mm ) 9.187.1.4 ‘t profile ( one vertical length in between two shutters ) ( 24mm x 34.5mm ) 9.187.1.5 glazing bead ( 12mm x 18mm ) 9.187.2 casement window ( with friction hinge and outward opening ) 9.187.2.1 casement frame ( 67mm x 62mm ) 9.187.2.2 casement window sash / mullion ( 67mm x75mm ) ( style, rail and intermediate section ) 9.187.2.3 casement glazing bead ( 35mm x 18 mm ) 9.187.3 sliding window ( two track, 2 / 4 shutters ) 9.187.3.1 two track sliding frame ( 67mm x 52mm ) 9.187.3.2 sliding window sash ( 60mm x 44mm ) 9.187.3.3 sliding interlock for window ( one vertical length in each shutter ) ( 45.5 mm x 28 mm ) 9.187.3.4 sliding glazing bead ( 35 mm x 18 mm ) 9.187.4 sliding door ( two track, 2 / 4 shutters ) 9.187.4.1 two track sliding frame ( 67mm x 52mm ) 9.187.4.2 sliding door sash ( 80mm x 44mm ) 9.187.4.3 sliding interlock for door ( one vertical length in each shutter ) ( 45.5 mm x 28 mm ) 9.187.4.4 sliding glazing bead ( 35 mm x 18 mm ) 9.188 providing and fixing stainless steel ( ss 304 grade ) friction hinges to the side / top hung upvc windows, of approved quality with necessary stainless steel screws etc. as per direction of engineer in charge. 9.188.1 200 x 19 x 1.9 mm 9.188.2 250 x 19 x 1.9 mm 9.188.3 300 x 19 x 1.9 mm 9.188.4 350 x 19 x 1.9 mm 9.188.5 400 x 19 x 1.9 mm 9.189 providing and fixing casement handle made of zinc alloyed ( white powder coated ) for upvc casement window with necessary screws etc. complete. 9.190 providing and fixing zinc alloyed ( white powder coated ) touch lock for upvc sliding window with necessary screws etc. complete. 9.191 providing and fixing steel roller for upvc sliding window with necessary screws etc. complete. 9.192 providing and fixing steel roller for upvc sliding door with necessary screws etc. complete. 9.193 providing and fixing steel ( white powder coated ) crescent lock for upvc sliding window / door with necessary screws etc. complete. 9.194 providing and fixing factory made upvc white colour casement / casement cum fixed glazed windows comprising of upvc multi chambered frame, sash and mullion ( where ever required ) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section and of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes and silicon sealant shall be paid separately ) note: for upvc frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.194.1 casement window single panel with s.s. friction hinges ( 300 x 19 x 1.9 mm ) , made of ( small series ) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. ( area of window upto 0.75 sqm. ) 9.194.2 casement window double panels with s.s. friction hinges ( 300 x 19 x 1.9 mm ) made of ( small series ) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( area of window above 0.75 sqm upto 1.50 sqm ) . 9.194.3 casement window double panels with top fixed with s.s. friction hinges ( 350 x 19 x 1.9 mm ) made of ( small series ) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( area of window upto 2.50 sqm ) . 9.194.4 casement window single panel with s.s. friction hinges ( 400 x 19 x 1.9 mm ) made of ( big series ) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 0.75 sqm. ) 9.194.5 casement window duble panel with s.s. friction hinges ( 400 x 19 x 1.9 mm ) made of ( big series ) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 1.50 sqm. ) 9.194.6 casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with s.s. friction hinges ( 350 x 19 x 1.9 mm ) made of ( big series ) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 3.00 sqm. upto 5.00 sqm. ) 9.195 providing and fixing factory made upvc white colour fixed glazed windows / ventilators comprising of upvc multi chambered frame and mullion ( where ever required ) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length ( shape & size according to upvc profile ) , upvc extruded glazing beads of appropriate dimension, epdm gasket, g.i fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic capsof approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes and silicon sealant shall be paid separately ) . note: for upvc frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.195.1 fixed window / ventilator made of ( small series ) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( area upto 0.75 sqm. ) 9.196 providing and fixing made upvc white colour casement / casement cum fixed glazed door comprising of upvc multi chambered frame, sash and mullion ( where ever required ) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes and silicon sealent shall be paid separately ) . note: for upvc frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.196.1 casement door with 3d hinges made of ( big series ) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of door upto 2.00 sqm ) . 9.196.2 casement door with top hung ventilator with 3d and s.s. friction hinges ( 400 x 19 x 1.9 mm ) made of ( big series ) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of door upto 2.50 sqm ) . 9.197 providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi chambered frame with in built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes, wire mesh and silicon sealent shall be paid separately ) note: for upvc frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.197.1 two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( area of window upto 1.75 sqm ) 9.197.2 three track three panels sliding window with fly proof ss wire mesh ( two nos. glazed & one no. wire mesh panels ) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension ( area of window upto 1.75 sqm ) . 9.197.3 two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension ( area of window above 1.75 sqm upto 2.50 sqm ) . 9.197.4 three track three panels sliding window with fly proof s.s wire mesh ( two nos. glazed & one no. wire mesh panels ) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 1.75 sqm ) . 9.197.5 three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 1.75 sqm ) 9.198 providing and fixing factory made upvc white colour sliding glazed window above 1.50 m in height dimension comprising of upvc multi chambered frame with in built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes, wire mesh and silicon sealent shall be paid separately ) . note: for upvc frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.198.1 two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 2.50 sqm upto 4.00 sqm ) . 9.198.2 two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 4.00 sqm upto 8.00 sqm ) . 9.199 providing and fixing factory made upvc white colour sliding glazed door comprising of upvc multi chambered frame with in built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section madafter fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes, wire mesh and silicon sealent shall be paid separately ) .note: for upvc frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.199.1 two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of door above 2.00 sqm upto 10.00 sqm ) . 9.199.2 two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of door above 8.00 sqm upto10.00 sqm ) . 9.199.3 three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of door above 5.00 sqm ) 9.199.4 three track three panels sliding door with fly proof s.s wire mesh ( two nos. glazed & one no. wire mesh panels ) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of door above 2.00 sqm upto 5.00 sqm ) 9.200 providing and fixing 30mm thick factory made solid panel prelaminated pvc internal door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. m.s. frame shall have a coat of steel primers of approved make and manufacture pvc beading as gap insert below top and bottom rail joined together using solvent cement adhesive. an additional 5mm thick prelaminated pvc strip of 20mm width is to be stuck on the interior side of the ‘c’ channel using pvc solvent cement adhesive etc. complete as per direction of engineer in charge. manufacturer’s specification and drawing. 30 mm thick pre laminated pvc door shutters. 9.201 providing and fixing factory made integral pvc flush door shutter made from rigid pvc foam sheet ( single extruded ) with density not less than 600 kg / cum, conforming to is: 2380 part 14 for screw holding strength with celluka finish surfaces on both sides at the manufacturing process itself, manufactured by an iso : 9001 2000 certified company. 9.201.1 24 to 25 mm thick plain solid pvc flush door shutter 9.201.2 28 to 30 mm thick plain solid pvc flush door shutter 9.202 providing and fixing factory made pre laminated solid pvc flush door shutters 28 to 30 mm thick made from co extruded three layer rigid pvc foam sheet with density not less than 600 kg / cum, conforming to is: 2380 part 14, for screw holding strength and outer layers laminated on both sides by laminated sheet with density not less than 1400 kg / cum, lamination shall be at the manufacturing process itself and manufactured by an iso: 9001 2000 certified company. 9.202.1 1mm thick laminated sheet 9.202.2 0.12 mm thick laminated sheet 9.203 providing and fixing isi marked factory made flush door shutters conforming to is: 2202 ( part i ) laminated type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens with well matched 3mm thick commercial 3ply veneering consisting of vertical grains, cross bands withing frame of door / cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with is: 2202. the rate shall be inclusive of all material and labour complete and as per specification and dirction of engineer in charge. 9.203.1 35mm thick including 4 nos. 100mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.203.2 35mm thick including 3 nos. 100mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.203.3 25mm thick ( for cupboard ) including 3 nos. 75mm long, isi marked heavy weight ( 2.5mm thick ) nickel plated bright finished m.s. piano hinges with necessary screws. 9.204 providing and fixing isi marked factory made flush door shutters conforming to is: 2202 ( part i ) non decorative type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens ( strips ) and frame of kiln seasoned and chemically treated, finger jointed cross bands including all material and labour complete as per specification and direction of engineer in charge. spacing of finger joints in wood as above shall not be less than 50cm. each shutter shall be factory made to the exact opening size within frame of doors / cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and confirmity with is:2202. 9.204.1 35mm thick including 4 nos. 100mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary. 9.204.2 30mm thick including 3 nos. 100mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.204.3 25mm thick including 3 nos. 100mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.205 deduct for not providing 2nd class teak wood batten lipping in factory made shutters i.e. item no 9.203 and 9.204. 9.206 providing & fixing acrylic solid surface in thickness 4 / 6 / 12 mm of approved colour made out of non porous surfacing material homogeneously composed of ± 1 / 3 acrylic resin ( also known as polymethyl methacrylate pmma ) , and ± 2 / 3 no extra shall be paid for joint adhesive, silicon or related accessories and for transportation. item should cover 5 years, commercial warranty of product as per fcws norms. the product should be uv protected for exterior applications & lga hyginene tested anti bacterial for health care application areas. area of application are table tops, exterior facade cladding, health care areas like modular operation theater hospital scrubs, wash basins, partition & paneling, laboratory commercial show room, hotels, office & residential areas. 9.206.1 acrylic solid surface sheet – glacier white designer white 9.206.1.1 6 mm thick sheet 9.206.1.2 12 mm thick sheet 9.206.2 acrylic solid surface sheet any solid colours / hospital use medi blue 9.206.2.1 6 mm thick sheet 9.206.2.2 12 mm thick sheet 9.206.3 acrylic solid surface sheet any other 9.206.3.1 6 mm thick sheet 9.206.3.2 12 mm thick sheet 9.207 providing and fixing of 8 mm thick non asbestos multipurpose board reinforced with cellulose fibers for wall cladding will consist of following operations:1. fixing of a layer of 6mm moisture / fire resistance heavy duty fibre cement boards over above mentioned 6 mm heavy duty fibre cement board with the help of 25mm self drilling, self tapping fibre cement screws @ 300mm c / c. all external corners are to be protected with the use of suitable corner profile of gi or pvc. all above operation is to be done in order and as directed by engineer in charge. ( frame work to be paid separately ) . 9.208 providing and fixing is marked factory made veneer high density fibre ( hdf ) flush door shutters conformity to is: 15380 ( 2003 ) , eco friendly, termite resistant, borer free, anti warping phenol formaldehyde ( pf ) , decorative designe moulded or rate shall be inclusive of all material and labour complete as per specifications and direction of engineer in charge. material supply company’ gujcon, century, green shall be registered by bureau of indian standards, member of indian green building council, iso 9001, iso 14001 ( environment management system ) , national small industries corporation ( nsic ) , sme rating agency of indian ltd. ( smera ) , dun and bradstreet ( d&b ) . 9.208.1 35 mm thick including 4 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.208.2 30 mm thick including 3 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.208.3 25 mm thick isi marked heavy weight nickel plated bright finished m.s. piano hinges with screws. 9.209 providing and fixing is marked factory made veneer high density fibre ( hdf ) flush door shutters conformity to is:15380 ( 2003 ) , eco friendly, termite resistant borer free, anti warping phenol formaldehyde ( pf ) , non decorative designe moulded and labor complete as per specifications and direction of engineer in charge. material supply company shall be registered by bureau of indian standards, member of indian green building council, iso 9001, iso 14001 ( environment management system ) , national small industries corporation ( nsic ) , sme rating agency of indian ltd. ( smera ) , dun and bradstreet ( d&b ) . 9.209.1 35 mm thick including 4 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.209.2 30 mm thick including 3 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws 9.209.3 25 mm thick isi marked heavy weight nickel plated bright finished m.s. piano hinges with screws. 9.210 providing and fixing is marked factory made high density fibre ( hdf ) flush door shutters conformity to is:15380 ( 2003 ) , eco friendly, termite resistant borer free, anti warping phenol formaldehyde ( pf ) , 2 and 4 panel designe moulded or plain construction with particle board shall be inclusive of all material and labour complete as per specifications and direction of engineer in charge. material supply company shall be registered by bureau of indian standards, member of indian green building council, iso 9001, iso 14001 ( environment management system ) , national small industries corporation ( nsic ) , sme rating agency of indian ltd. ( smera ) , dun and bradstreet ( d&b ) . 9.210.1 35 mm thick including 4 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.210.2 30 mm thick including 3 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.211 hdf decorative prelaminated pine wood panel door with glass / wiremash: providing and fixing is marked factory made veneer high density fibre ( hdf ) flush door shutters conformity to is:15380 ( 2003 ) , eco friendly, termite resistant borer free, anti warping phenol formaldehyde ( pf ) , the rate shall be inclusive of all material and labour complete as per specifications and direction of engineer in charge. material supply company shall be registered by bureau of indian standards, member of indian green building council, iso 9001, iso 14001 ( environment management system ) , national small industries corporation ( nsic ) , sme rating agency of indian ltd. ( smera ) , dun and bradstreet ( d&b ) . 9.211.1 35 mm thick including 4 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.211.2 30 mm thick including 3 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.212 providing and fixing is marked factory made veneer high density fibre ( hdf ) flush door shutters conformity to is:15380 ( 2003 ) , eco friendly, termite resistant borer free, anti warping phenol formaldehyde ( pf ) , . the rate shall be inclusive of all material and labour complete as per specifications and direction of engineer in charge. material supply company shall be registered by bureau of indian standards, member of indian green building council, iso 9001, iso 14001 ( environment management system ) , national small industries corporation ( nsic ) , sme rating agency of indian ltd. ( smera ) , dun and bradstreet ( d&b ) . 9.212.1 35 mm thick including 4 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.212.2 32 mm thick including 3 nos 100 mm long isi marked heavy weight ( 2.5 mm thick ) stainless steel butt hinges with necessary screws. 9.212.3 25 mm thick isi marked heavy weight nickel plated bright finished m.s. piano hinges with screws. 9.213 non decorative pine wood flush door: providing and fixing isi marked factory made flush door shutters conforming to is: 2202 ( part i ) non decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens ( strips ) and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer in charge. spacing of finger joints in wood as above shall not be less than 50 cm. each shutter shall be factory made to the exact opening size within frame of doors / cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with is:2202 9.213.1 35 mm thick including 4 nos. 100 mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.213.2 30 mm thick including 3 nos. 100 mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.213.3 25mm thick ( for cupboard ) including 3 nos. 75 mm long, isi marked heavy weight ( 2.5mm thick ) nickel plated bright finished m.s. piano hinges with necessary screws. 9.214 providing and fixing isi marked factory made flush door shutters conforming to is: 2202 ( part i ) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens ( strips ) and frame of kiln seasoned sheet shall be as per is: 2046 type s of approved quality. each shutter shall be factory made to the exact size ( opening ) within frame of doors / cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with is:2202. the rate shall be inclusive of all material and labour complete and as per specification and direction of engineer in charge. 9.214.1 35 mm thick including 4 nos. 100 mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.214.2 30 mm thick including 3 nos. 100 mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.214.3 25mm thick ( for cupboard ) including 3 nos. 75 mm long, isi marked heavy weight ( 2.5mm thick ) nickel plated bright finished m.s. piano hinges with necessary screws. 9.215 providing and fixing isi marked factory made flush door shutters conforming to is: 2202 ( part i ) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens ( strips ) and frame of kiln seasoned within frame of doors / cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with is:2202. the rate shall be inclusive of all material and labour complete and as per specification and direction of engineer in charge. 9.215.1 35 mm thick including 4 nos. 100 mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.215.2 30 mm thick including 3 nos. 100 mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.215.3 25mm thick ( for cupboard ) including 3 nos. 75 mm long isi marked heavy weight ( 2.5mm thick ) nickel plated bright finished m.s. piano hinges with necessary screws. 9.216 providing and fixing isi marked factory made flush door shutters conforming to is: 2202 ( part i ) veneer decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens ( strips ) s and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer in charge. spacing of finger joints in wood as above shall not be less than 50 cm. each shutter shall be factory made to the exact opening size within frame of doors / cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with is:2202. 9.216.1 35 mm thick including 4 nos. 100 mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.216.2 30 mm thick including 3 nos. 100 mm long, isi marked heavy weight ( 2.5mm thick ) stainless steel butt hinges with necessary screws. 9.216.3 25mm thick ( for cupboard ) including 3 nos. 75 mm long, isi marked heavy weight ( 2.5mm thick ) nickel plated bright finished m.s. piano hinges with necessary screws. 9.217 providing and fixing factory made solid foam upvc profile for kitchen cabinet frame ( 45 x 20 mm ) of approved shade, quality and make. the profile shall be laminated on both sides, made from rigid foam sheets ( single extruded ) having density 600 kg / cum and the exposed edges sealed with pvc edge beading of same shade and colour. the frame shall be fire retardent with necessary screw holding capacity. frame shall be fixed to wall using expendable fastne with necesary stainless steel screws, all complete as per direction of engineer in charge. 9.218 providing and fixing factory made kitchen cabinet shutter / partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets ( single extruded ) having density 600 kg / cum and laminated on both side by laminate sheet / pvc foil lamination. the exposed edges shall be sealed with pvc edge beading of same shade and colour. the shutter shall be fire retardent having necessary screw holding capacity.shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of engineer in charge. 10.1 structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 structural steel work using m.s. flats, angles, channels i section, h section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.3 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of t iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. rate includes recess cutting in floor and making good the same wherever required. 10.4 providing and fixing 1mm thick m.s. sheet sliding shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm m.s.gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and t iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. 10.5 providing and fixing 1mm thick m.s. sheet door with frame of 40x40x5mm angle iron and 3mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 using m.s. angels 40x40x6mm for diagonal braces 10.5.2 using flats 30x6mm for diagonal braces and central cross piece. 10.6 supplying and fixing rolling shutters of approved make, made of required size m.s. laths interlocked 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 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to i.s. 4454 part 1 and m.s. top cover of required thickness for rolling shutters. 10.6.1 80x1.25mm m.s. laths with 1.25 mm thick top cover. 10.6.2 80x1.20 mm m.s. laths with 1.20 mm thick top cover. 10.6.3 80x0.90 mm m.s. laths with 0.90 mm thick top cover. 10.7 extra for providing suitable mechanical device chain and crank operation for operating rolling shutters. 10.7.1 exceeding 10.00 sqm and upto 16.80 sqm in the area. 10.7.2 exceeding 16.80 sqm in area. 10.8 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 ) . 10.9 providing and fixing ball bearing for rolling shutters. 10.10 providing and fixing factory made isi marked glazed steel doors, windows and ventilators side / top / centre hung with beading and z section all members such as f7d, f4b, k11 b and k12 b and other tubular section member 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 ) . 10.10.1 fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) . 10.10.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.10.3 extra for providing and fixing steel beading of size 10x10x1.6mm ( box type ) approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. 10.11 providing and fixing l iron or t iron frames for doors, windows and ventilators of mild steel l section or t sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.11.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.12 providing and fixing pressed steel door frames made of 1.6 mm thick steel profile conforming to is: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, m.s. pressed butt hinges, with mortar guards, lock strike plate and shock absorbers as specified filling the frame with cement concrete 1:3:6 at site before fixing ( cost of concrete to be paid separately ) fixing with adjustable lugs ( 200 mm long & 1.0 mm thick ) and applying a coat of approved steel primer after pre treatment of the surface as directed by engineer in charge: 10.12.1 profile b of 1.60mm thick single rebate of size 80mmx50mm 10.12.1.1 fixing with adjustable lugs with split end tail to each jamb. 10.12.1.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.12.2 profile c of 1.60mm thick single rebate of size 100mmx50mm 10.12.2.1 fixing with adjustable lugs with split end tail to each jamb. 10.12.2.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.12.3 profile e of 1.60mm thick double rebate of size 115mmx50mm 10.12.3.1 fixing with adjustable lugs with split end tail to each jamb. 10.12.3.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.12.4 profile b of 1.25mm thick single rebate of size 80mmx50mm 10.12.4.1 fixing with adjustable lugs with split end tail to each jamb. 10.12.4.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.12.5 profile c of 1.25mm thick single rebate of size 100mmx50mm 10.12.5.1 fixing with adjustable lugs with split end tail to each jamb. 10.12.5.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.12.6 profile e of 1.25mm thick double rebate of size 115mmx50mm 10.12.6.1 fixing with adjustable lugs with split end tail to each jamb. 10.12.6.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.13 providing and fixing m.s. tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels. 10.13.1 fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) . 10.13.2 fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately ) . 10.14 steel work in built up m.s. tubular section ( round, square or rectangular hollow tubes etc. ) trusses / frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.14.1 hot finished welded type tubes 10.14.2 hot finished seamless type tubes 10.14.3 electric resistance or induction butt welded tubes. 10.15 design, supply, fabrication, taransportion and erection of structural steel / mild steel built up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. including two coats of epoxy paint and one coat of primer. these structural steel / built up sections shall be manufactured using advanced cnc plasma / oxy acetylene cutter and h beam welding line. welding shall be in full depth on both sides of the plate adopting relevant i.s code. 10.16 providing and fixing m.s. fan clamp type i or ii of 16 mm dia m.s. bar bent to shape with hooked ends in r.c.c. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. 10.17 providing and fixing circular / hexagonal cast iron or m.s. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron / m.s. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. clamp shall be made of 16mm dia m.s. bar bent to shape as per standard drawing. 10.18 providing and fixing mild steel round holding down bolts with nuts and washer plates complete. 10.19 providing and fixing bolts including nuts and washers complete. 10.20 providing and fixing m.s. rivets of sizes in position. 10.21 welding by gas or electric plant including transportation of plant at site etc. complete. 10.22 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. 10.22.1 in stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 10.22.2 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 10.23 providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. 10.23.1 m.s. tube. 10.23.2 e.r.w. tubes. 10.23.3 g.i. pipes. 10.24 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 mm dia polyamide pa 6 grade sleeve, including drilling of hole in frame, concrete / masonry, etc. as per direction of engineer in charge. 10.24.1 10x60 mm 10.24.2 10x80 mm 10.24.3 10x120 mm 10.24.4 10x140 mm 10.24.5 10x160mm 10.25 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 and 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. ) 10.26 providing and fixing fly proof wire gauze to windows, clerestory windows and doors with m.s. flat 15x3mm and nuts and bolts complete. 10.26.1 galvanised m.s. wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides 10.26.2 stainless steel ( grade 304 ) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 10.27 providing and fixing glass panes / steel sheet / fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete. 10.27.1 with 4.0 mm thick glass panes 10.27.2 with 5.50 mm thick glass panes 10.27.3 with 1mm thick mild steel sheet i / c 10x10x1.6mm box beading. 10.27.4 with 2mm thick fibre reinforced polymer ( frp ) sheet i / c 10x10x1.6mm box beading. 10.27.5 with 1mm thick galvanised steel sheet i / c 10x10x1.6mm box beading. 10.27.6 with 4mm thick cement fibre board conforming to is 14862:2000 of category type a grade i / c 10x10x1.6mm box beading. 10.27.7 with 6mm thick cement fibre board conforming to is 14862:2000 of category type a grade i / c 10x10x1.6mm box beading. 10.27.8 with 8mm thick cement fibre board conforming to is 14862:2000 of category type a grade i / c 10x10x1.6mm box beading. 10.28 add extra for providing and fixing froasted glass instead of float glass. 10.28.1 with 4.0 mm thick glass panes. 10.28.2 with 5.5 mm thick glass panes. 10.29 supplying at site: 10.29.1 r.c.c. standards post / struts / rails / poles of mix 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 12.5 mm nominal size ) with wooden plugs or 6mm bar nibs wherever required as per direction of engineer in charge including fixing ( cost of earth works in excavation, concrete works in foundation to be paid separately ) . 10.29.2 angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. ( cost of earth work in excavation and concrete work in foundation to be paid separately ) 10.29.3 supplying at site welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer ( priming painting to be paid for separately ) . 10.30 supplying and fixing turn buckles and straining bolts for barbed wire fencing. ( labour rate only ) . 10.31 fencing with r.c.c. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side between the two posts fitted and fixed with g.i. staples on wooden plugs or g.i. binding wire tied to 6 mm bar nibs fixed while casting the post ( cost of r.c.c. posts, struts, earth work and concrete to be paid for separately ) with gi barbed wire. 10.32 fencing with barbed g.i. wire angle iron post placed fitted to at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides between the two posts fitted and fixed with g.i. staples, turn buckles etc. complete. ( cost of posts, struts, earth work and concrete work to be paid for separately ) : payment to be made per metre cost of total length of barbed wire used. 10.33 fixing welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 ( 1cement :5 sand :10 graded stone aggregate 40mm nominal size ) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with g.i. staples on wooden plugs or tied to 6 mm bar nibs with g.i. binding wire ( cost of posts, painting, earth work in excavation and cement concrete to be paid for separately ) . ( labour rate only ) . 10.34 providing and fixing g.i. or pvc coated g.i.wire chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 ( 1cement :5 sand :10 graded stone aggregate 40mm nominal size ) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of engineer in charge. ( cost of post, painting earthwork & c.c. to be paid separately ) 10.34.1 made of g.i. wire. 10.34.2 made of g.i. wire, pvc coated to achieve outer dia. not less than 5mm in required colour and shade. 10.35 providing and fixing g.i. chain link fabric fencing of required width in mesh size 25x25 mm made of g.i. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 ( 1cement :5 sand : 10 graded stone aggregate 40mm nominal size ) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of engineer in charge. ( cost of post painting earth work & c.c. to be paid separately ) 10.36 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m ) , having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4m or 3.00m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape ( r.b.t. ) / spring core ( 2.5 mm thick ) wire of high tensile strength of 165 kg / sq mm with tape ( 0.52 mm thick ) and weight 43.478 gm / metre ( cost of m.s. angle, c.c. blocks shall be paid separately ) . 10.37 providing & fixing of fire resistant flush door shutter made out of 0.8 mm thick sheet steel ( steel as per is 513 ) duly powder coated by pre treatment ( seven tank process ) with coating of powder, minimum thickness of 60 microns as per is 13871 and approved shade, the construction of door shutter consists of size 50x10x1.2mm 6numbers shall be welded on inner side of door frame for the support of anchor fasteners fastener. infill material in the hollow portion of door frame shall be puf / mineral wool / glass wool / rock wool of density 48 kg / m3, the door frame shall be manufactured as per is 4351 2003, the door frame fixing shall be done by dry fixing method with anchor fasteners of size m10x60 mm 6 numbers, complete as per the direction of engineer in charge. 10.38 providing and fixing of factory make air tight casement windows made of roll formed galvanized pre painted steel with epoxy primer of 5 7 microns thick, finish painted with a polyester paint of 12 16 microns thick and back coated with alkyd backer 5 7 microns thick or powder coated with pure polyester powder up to 50 60 microns including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent rcc / brick / stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete. 10.38.1 openable window 10.38.2 fixed windows 10.39 providing and fixing of factory make single rebate openable / fixed windows made of roll formed galvanized pre pained steel with epoxy primer of 5 7 microns thick, finish painted with a polyester paint of 12 16 microns thick and back coated with alkyd backer 5 7 microns thick ) heavy duty pivot hinges per shutter and window fitted without glazing including 10mm square bars welded to 6x12mm flat at a distance 150mm c / c ( pitch ) etc. including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent rcc / brick / stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete. 10.39.1 openable single rebate window 10.39.2 fixed single rebate window 10.40 providing and fixing of factory make double rebate windows made of roll formed galvanized pre painted steel with epoxy primer of 5 7 microns thick, finish painted with a polyester paint of 12 16 microns thick and back coated with alkyd backer 5 7 microns thick or powder coated with pure polyester powder up to 50 60 microns thick, fitted using epdm ( ethyl propylene diamine monomer ) gaskets including fixing windows in the concrete / masonry wall by means of self expanding screws, including 10mm square bars welded to 6x12mm flat at a distance 150mm c / c ( pitch ) etc. including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent rcc / brick / stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete.. 10.40.1 openable double rebate window 10.40.2 fixed double rebate window 10.41 providing and fixing of factory make fixed louvers fabricated from roll formed sections made of galvanized pre painted steel with epoxy primer of 5 7 microns thick, finish painted with a polyester paint of 12 16 microns thick and back coated with alkyd backer 5 7 microns thick or powder coated with pure polyester powder up to 50 60 microns thick, colour coated / powder coated including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent rcc / brick / stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete. ( glazing shall be paid separately as per sor rate ) 10.42 providing and fixing of factory make pre painted steel sliding window 2 track 2 panel sliding window fabricated from roll formed sections made of galvanized steel with epoxy primer of 5 7 microns thick, finish painted with a polyester paint of 12 16 microns thick and back coated with alkyd backer 5 7 microns thick or powder coated with pure polyester powder up to 50 60 microns the above frames should be fixed to the concrete / masonry walls by means of self expanding screws. including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent rcc / brick / stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete. 10.43 providing and fixing pre painted steel sliding window 3 fabricated from roll formed sections made of galvanized steel with epoxy primer of 5 7 microns thick, finish painted with a polyester paint of 12 16 microns thick and back coated with alkyd backer 5 7 microns thick or powder coated with pure polyester powder up to 50 60 microns the above frames should be fixed to the concrete / masonry walls by means of self expanding screws. including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent rcc / brick / stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete. 11.1 40 mm thick cement concrete flooring 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate ) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. ( area of panel not to exceed 2.0 sqm ) 11.2 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 ( 1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size ) and top layer 12 mm thick cement hardener consisting of mix 1:2 ( 1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size ) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 ( 1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size ) and top layer 12mm thick cement hardener consisting of mix 1:2 ( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size ) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufactures specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 11.4 cement plaster skirting 18 mm thick ( upto 30 cm height ) with cement mortar 1:3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement. 11.5 cement concrete pavement with cement concrete 1:2:4 ( 1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size ) including finishing complete. 11.6 making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. 11.7 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size ) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm 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 : ( area of panel not to exceed 2.0 sqm ) 11.7.1 dark shade pigment with ordinary cement. 11.7.2 light shade pigment with white cement. 11.7.3 medium shade pigment with 50% white cement and 50% ordinary cement. 11.7.4 white cement without any pigment. 11.7.5 light shade pigment with ordinary cement. 11.7.6 ordinary cement without any pigment. 11.8 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size ) and top layer 9mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4mm to 7mm 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 : 7 marble chips ) by volume including cement slurry etc. complete. ( area of panel not to exceed 2.0 sqm ) 11.8.1 dark shade pigment with ordinary cement. 11.8.2 light shade pigment with white cement. 11.8.3 medium shade pigment with 50% white cement and 50% ordinary cement. 11.8.4 white cement without any pigment. 11.8.5 light shade pigment with ordinary cement. 11.8.6 ordinary cement without any pigment. 11.9 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 sand : 4 graded stone aggregate 12.5mm nominal size ) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 ( 3 cement : 1 marble powder ) by weight in proportion of 2:3 ( 2 cement marble powder mix : 3 marble chips ) by volume including cement slurry etc. complete : ( area of panel not to exceed 2.0 sqm ) 11.9.1 dark shade pigment with ordinary cement. 11.9.2 light shade pigment with white cement. 11.9.3 medium shade pigment with 50% white cement and 50% ordinary cement. 11.9.4 white cement without any pigment. 11.9.5 light shade pigment with ordinary cement. 11.9.6 ordinary cement without any pigment. 11.10 marble chips skirting ( upto 30 cm height ) 18 mm thick with under layer 12 mm thick in cement plaster 1:3 ( 1 cement : 3 sand ) : rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest 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 : 11.10.1 dark shade pigment with ordinary cement. 11.10.2 light shade pigment with white cement. 11.10.3 medium shade pigment with 50% white cement and 50% ordinary cement. 11.10.4 white cement without any pigment. 11.10.5 light shade pigment with ordinary cement. 11.10.6 ordinary cement without any pigment. 11.11 extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width including cost of forming, nosing etc. 11.12 providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo / cement concrete floors. 11.13 18 mm thick crazy marble stone white, black or as specified 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 : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume ) , with under layer 25mm thick cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 12.5 mm nominal size ) , including rubbing, polishing and cement slurry etc.complete . 11.14 precast terrazo tiles 22mm thick with graded marble chips of size upto12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement :4 sand ) : 11.14.1 light shade using white cement. 11.14.2 medium shade using 50%white cement and 50% ordinary cement. 11.14.3 dark shade using ordinary cement. 11.14.4 ordinary cement without any pigment. 11.15 extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. 11.16 precast terrazo tiles 22 mm thick with graded 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 sand ) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : 11.16.1 light shade pigment using white cement. 11.16.2 medium shades pigment using 50% white cement and 50% ordinary cement. 11.16.3 dark shade pigment using ordinary cement. 11.16.4 ordinary cement without any pigment. 11.17 chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement :4 sand ) : 11.17.1 light shade pigment using white cement. 11.17.2 medium shade pigment using 50% white cement, 50% ordinary cement. 11.17.3 dark shade pigment using ordinary cement. 11.17.4 ordinary cement without any pigment. 11.18 chequered precast cement concrete tiles any finish, any size 22 mm thick is:13810 1993 isi mark in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles, 15mm thick screed bad in cement mortar 1:6 complete all as specified and directed by engineer in charge. 11.18.1 light shade pigment using white cement. 11.18.2 medium shade pigment using 50% white cement 50% grey cement. 11.18.3 dark shade pigment using ordinary cement. 11.18.4 ordinary cement without any pigment. 11.19 marble stone flooring with 18 mm thick marble stone ( sample of marble shall be approved by engineer in charge ) laid over 20 mm ( average ) thick base of cement mortar 1:4 ( 1 cement : 4 sandand grey cement slurry, joints treated with white cement mixed with pigment to match colour of stone including rubbing and polishing complete with : ( area of slabs over 0.5 sqm ) 11.19.1 makrana white second quality. 11.19.2 raj nagar plain. 11.19.3 agaria white / morgarh 11.19.4 katni marble 11.19.5 black zebra. 11.19.6 udaipur / baroda green marble 11.19.7 pink plain marble. 11.19.8 jaisalmer yellow 11.20 marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thick cement mortar 1:3 ( 1 cement: 3 sand and laid with white cement slurry ) joints treated with white cement mixed with pigment to match the shade of the slab i / c rubbing and polishing complete. ( area of slab over0.50sqm. ) 11.20.1 makrana white second quality. 11.20.2 raj nagar plain. 11.20.3 agaria white / morgarh 11.20.4 katni marble 11.20.5 black zebra. 11.20.6 udaipur / baroda green marble 11.20.7 pink plain marble. 11.20.8 jaisalmer yellow 11.21 marble work gang saw cut ( polished and machine cut ) of thickness 18 mm for wall lining ( veneer work ) , backing filled with a grout of average 12 mm thick in cement mortar 1:3 ( 1 cement: 3 sand ) , including pointing with white cement mortar 1:2 ( 1 white cement: 2 marble dust ) with an admixture of pigment to match the marble shade ( to be secured to the backing by means of cramps, which shall be paid for separately ) . ( area of slabs over 0.50 sqm. ) 11.21.1 makrana white second quality. 11.21.2 raj nagar plain. 11.21.3 agaria white / morgarh 11.21.4 katni marble 11.21.5 black zebra. 11.21.6 udaipur / baroda green marble 11.21.7 pink plain marble. 11.21.8 jaisalmer yellow 11.22 providing and fixing 18mm thick gang saw cut mirror polished ( premoulded and prepolished ) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 ( 1 cement : 4 sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. samples approved by engineer in charge. 11.22.1 raj nagar plain / white marble / udaipur green marble / zebra black 11.22.2.1 granite fine grained dark crystal of other colours and various patterns 11.22.2.2 granite coarse grained light black / light red / white with crystal of other colours and various patterns 11.22.2.3 granite grey / pink / brown with various patterns 11.22.3 cuddpah stone 11.23 extra for prefinished nosing to treads of steps of marble stone. 11.24 extra for marble stone flooring in treads of steps and risers using single length upto 2.00 metre. 11.25 extra for prefinished grooves to treads of steps of granite stone 11.26 providing and laying machine cut, mirror polished, italian marble stone ( 18 mm thick italian marble stone slab, perlato, rosso erona, fire red or dark emperadore etc. ) work in flooring laid over 20 mm ( average ) thick base of cement mortar 1:4 ( 1 cement: 4 sand ) laid and jointed with white cement slurry @ 4.4 kg / sqm including pointing with white cement slurry mixed 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. 11.27 providing and fixing machine cut, mirror / eggshell polished , marble stone work 18 mm thick italian marble stone slab, perlato, rosso verona, fire red or dark emperadore etc. for wall lining ( veneer work ) including dado, skirting, risers of steps etc. thick cement mortar 1:3 ( 1 cement : 3 sand ) laid and jointed with white cement slurry @ 3.3 kg / sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per architectural drawings, and as directed by the engineer in charge. 11.28 providing and laying machine cut, mirror polished italian marble stone 18 mm thick italian marble stone slab, perlato, rosso verona, fire red or dark emperadoreetc 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 architectural drawings, with 18 mm thick stone slab laid over 20 mm ( average ) thick base of cement mortar 1:4 ( 1 cement : 4 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. 11.29 granite work gang saw cut ( polished and machine cut ) of thickness 18mm for wall lining ( veneer work ) , backing filled with a grout of average 12 mm thick in cement mortar 1:3 ( 1 cement: 3 sand ) including pointing with white cement mortar 1:2 ( 1 white cement: 2 marble dust ) with an admixture of pigment to match the marble shade: ( to be secured to the backing by means of cramps, which shall be paid for separately ) . 111.29.1 area of slab over 0.50 sqm 11.29.1.1 fine grained granite dark black / dark red / white or equivalent with self design / pattern / crystals of other colors of glitter 11.29.1.2 coarse grained granite light black / light red / off white or equivalent with self design / pattern / crystals of other colors of glitter 11.29.1.3 gray / pink / brown or equivalent with various patterns 11.29.2 area of slab upto 0.50 sqm 11.29.2.1 fine grained granite dark black / dark red / white or equivalent with self design / pattern / crystals of other colors of glitter 11.29.2.2 coarse grained granite dark black / dark red / white or equivalent with self design / pattern / crystals of other colors of glitter 11.29.2.3 gray / pink / brown or equivalent with various patterns 11.30 providing and laying gang saw cut 18 mm thick, mirror polished premoulded ( wherever required ) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 ( 1 cement: 4 sand ) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of engineer in charge. 11.30.1 area of slab over 0.50 sqm 11.30.1.1 fine grained granite dark black / dark red / white or equivalent with self design / pattern / crystals of other colors of glitter 11.30.1.2 coarse grained granite light black / light red / off white or equivalent with self design / pattern / crystals of other colors of glitter 11.30.1.3 gray / pink / brown or equivalent with various patterns 11.90.2 area of slab upto 0.50 sqm 11.30.2.1 fine grained granite dark black / dark red / white or equivalent with self design / pattern / crystals of other colors of glitter 11.30.2.2 coarsegrained granite dark black / dark red / white or equivalent with self design / pattern / crystals of other colors of glitter 11.30.2.3 gray / pink / brown or equivalent with various patterns 11.31 providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 ( 1cement: 4 sand ) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of engineer in charge. ( area of slab more than 0.50 sqm ) 11.31.1 fine grained granite dark black / dark red / white or equivalent with self design / pattern / crystals of other colors of glitter 11.31.2 coarse grained granite light black / light red / off white or equivalent with self design / pattern / crystals of other colors of glitter 11.31.3 gray / pink / brown or equivalent with various patterns 11.32 deduct for not polishing granite flooring ( item no 11.29 & 11.30 ) 11.33 providing and laying granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm ( average ) thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand ) laid and jointed with cement slurry admixed with pigment of matching shade including rubbing, curing and polishing and as directed by the engineer in charge granite stone slab dark black. dark red, white or equivalent, 11.33.1 flamed finish polish 11.33.2 leather finish polish 11.34 granite stone work 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 ( 1 cement:3 sand ) and jointed with white cement slurry mixed with pigment to match the shade of slab. 11.35 providing and fixing 10x10x7.50 cm granite stone block hand cut andchisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 ( 1cement:4 sand ) with joints 10mm wide filled with same mortar mixed with matching pigment including ruled pointing etc. complete as per direction of engineer in charge. 11.36 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 with base of cement mortar 1 : 4 ( 1 cement : 4 sand ) 25 mm thick. ( area of slab to be over 0.25 sqm ) 11.37 deduction for using 20 mm thick slab instead of 25 mm thick slab of kota stone in item no 11.35 11.38 kota stone slabs in risers of steps, skirting, dado and 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 slabs, including rubbing and polishing complete. 11.38.1 10 12 mm thick 11.38.2 20 mm thick 11.39 kota stone slab ( area less than 0.5 sqm ) rough chiseled dressed average 40 mm thick flooring for parking and open area of thickness over 20 mm ( average ) thick base laid over and jointed with grey cement slurry complete with base of cement mortar 1:4 ( 1 cement : 4 sand ) 11.40 providing edge moulding to 18mm thick marble stone counters, vanities, window sills etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 11.40.1 marble work 11.40.2 granite work. 11.41 extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 11.42 extra for providing opening of required size and shape for wash basins / kitchen sink in kitchen platform, vanity counters and similar location in marble / granite / stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 11.43 mirror polishing on marble work / granite work / stone work wherever required to give high gloss finish complete. 11.44 fine dressed stone flooring over 20 mm ( average ) thick base of cement mortar 1:5 ( 1cement : 5 sand ) with joints finished flush. 11.44.1 red sand stone 11.44.2 white sand stone 11.44.3 grey lime stone 11.44.4 kota stone 11.45 40 mm thick fine dressed stone flooring over 20 mm ( average ) thick base of cement mortar 1:5 ( 1 cement : 5 sand ) including pointing with cement mortar 1:2 ( 1 cement : 2 sand ) with an admixture of pigment to match the shade of stone. 11.45.1 red sand stone 11.45.2 white sand stone 11.46 40 mm thick machine rubbed stone flooring over 20 mm ( average ) thick base of cement mortar 1:5 ( 1 cement :5 sand ) with joints 3mm thick, side buttered with cement mortar 1:2 ( 1 cement : 2 sand ) mixed with pigment to match the shade of stone and pointing with same mortar 11.46.1 red sand stone 11.46.2 white sand stone 11.47 extra for pre finished nosing in treads of steps of kota stone / sand stone slab. 11.48 extra for kota stone / sand stone in treads of steps and risers using single length upto 1.05 metre. 11.49 providing and laying ceramic glazed floor tiles 300x300 mm or more ( having thickness 6 to 7mm ) of 1st quality conforming to is : 15622 of approved make in any colours and shade laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 sand ) including pointing the joints with white cement and matching pigment etc., complete. 11.50 providing and fixing ceramic glazed wall tiles 300x450 mm or more ( having thickness 6 to 7 mm ) of 1st quality conforming to is: 15622 of approved make in all colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of cement mortar 1:3 ( 1 cement: 3 sand ) preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete. 11.51 providing and laying rectified glazed ceramic floor tiles 300x300 mm or more ( having thickness 9 to 10mm ) of 1st quality conforming to is : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 sand ) including grouting the joints with white cement and matching pigments etc., complete. 11.52 providing and laying rectified glazed ceramic wall tiles 300x450 mm or more ( thickness to be specified by the manufacturer ) of 1st quality conforming to is : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 12 mm thick cement mortar 1:3 ( 1 cement : 3 sand ) including grouting the joints with white cement and matching pigments etc., complete. 11.53 providing and laying antiskid floor tiles of any sizes, 12 mm thickness with water absorption less than 0.08% and conforming to is:15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 sand ) including grouting the joints with white cement with matching pigments etc., complete. 11.54 deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. 11.55 deduct for not using 20mm thick cement mortar 1:4 ( 1 cement: 4 sand ) bedding in laying of floor tiles. 11.56 fixing glazed / ceramic / rectified / vitrified floor tiles with cement based high polymer modified quick set tile adhesive ( water based ) conforming to is: 15477, in average 3mm thickness. 11.57 providing and laying tactile tile ( for vision impaired persons as per standards ) of size 300x300x9.8mm having water absorption less than 0.05% and conforming to is: 15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 ( 1cement : 4 sand ) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of engineer in charge. 11.58 providing and fixing glass mosaic 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: 11.59 providing and laying 500x500x40mm thick turf paver on 150mm thick sub grade of compacted bed of 20mm nominal size stone aggregate and base course with 50mm thick sand and filling joints with sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of engineer in charge. 11.60 providing and fixing 10mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding and joints filled with acid and / or alkali resisting cement as per is : 4457 complete as per the direction of engineer in charge. 11.60.1 in flooring on a bed of 10 mm thick mortar 1:4 ( 1 acid proof cement: 4 sand ) acid and alkali resistant tile. 11.60.2 in dado / skirting on 12 mm thick mortar 1:4 ( 1 acid proof cement: 4 sand ) .acid and alkali resistant tile. 11.61 8 mm thick.stones tile work in skirting, risers of steps and dado ( upto 2 m height ) over 12 mm thick bed of cement mortar 1:3 ( 1 cement :3 sand ) and jointed with grey cement slurry @ 3.3 kg / sqm including pointing in white cement mixed with pigment of matching shade complete. 11.61.1 marble tiles ( polished ) raj nagar. 11.61.2 granite tile of any colour / shade 11.62 providing and fixing cramps of required size and shape in rcc / cc / stone / brick masonry backing with cement mortar 1:2 ( 1 cement :2 sand ) including drilling necessary hole in stones and embedding the cramp in the hole ( fastener to be paid separately ) . 11.62.1 gunmetal cramps. 11.62.2 stainless steel cramps. 11.63 providing and fixing expansion hold fasteners of wedge expansion type on c.c. / r.c.c. / brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 11.63.1 fastener with threaded dia 6 mm. 11.63.2 fastener with threaded dia 10 mm. 11.63.3 fastener with threaded dia 12 mm. 11.64 providing and fixing stone slab table rubbed on both faces edges rounded and polished of size as required and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement: 2 sand: 4 graded stone aggregate 6 mm nominal size ) as per direction of engineer in charge and finished smooth. 11.64.1 white agaria marble stone. 11.64.2 granite stone of approved shade. 11.65 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 and surface flatness within 0.75mm.the panel is to withstand a concentrated load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. 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. 11.65.1 300 mm finished floor height ( ffh ) 11.65.2 450 mm finished floor height ( ffh ) . 11.66 providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to is:15658 2006 and isi marked of 60 mm thickness, m 30 grade with grey cement and pigment all as specified. made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of engineer in charge. 11.67 providing epoxy flooring self leveling type on strong base in desired colour / design as approved by engineer in charge. resin for epoxy is to be of floor grade type i / c appropriate hardner and filler material. with 5 year defect liability period ( this item is to be used only for operation theaters in hospitals ) 11.67.1 1 mm thick 11.67.2 2 mm thick 11.67.3 3 mm thick 11.68 providing and fixing acoustic pvc ( poly vinyl flooring ) en ( european standard ) over fiberglass mat pvc foam backing ( en 14904 ) , total thickness is 3.25mm ( en 428 / en 427 ) , wear layer is 0.85 mm thick ( en 429 ) , anti bacterial and anti fungus surface treatment , chemical resistance test qualified ( en 423 ) high resistance, thermal and underfloor heating test qualified ( en12524 ) all vinyl sheets must be linked crosswise with a continuous copper strip and finally connected to earth for grounding electrostatic electrical charges. suitable and slip resistant. recommended to use in area like lecturer room, conference room, kids area, school, colleges, residential and all commercial official scope etc. 11.69 providing and fixing 2 mm thick heterogeneous pvc ( poly vinyl flooring ) en ( european standard ) with wear layer is 0.55mm thick of pvc, total weight is 2300 g / m2 approx. pur ( polyurethane reinforced ) , residual indentation approx.0.05 mm, castor wheel test qualified, dimensional stability ≤0.10%, static electrical charge .the floor finish should termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto100mm. recommended to use in area like patient rooms , doctor room lecturer room, kids area, school, colleges, residential and all commercial official scope etc. 11.70 providing and fixing 8mm and above thick laminated ( wooden flooring ) of ac4 and above grade product of approved made out of core high density fibre board ( hdf ) , surface layer shall be high preasure laminated treated for abrasion, scratch, moisture protection, flame protection u.v resistant, layer of acrylic resin, aluminium oxide or similer layer having above properties, backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer, the seamless impregenated decorative layer of specified size, design, colour and pettern, all bonded together under high temperature and pressure with eco friendly. the material shall be applicable warranty formaldehyde free, eco friendly and fully recyclable ( eco freindly ) and matching shed and excluding quantity of skirting and profile. 11.71 brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, 1:6 ( 1 cement : 6 sand ) including filling the joints with same mortar, with common burntclay non modular bricks 11.71.1 100 mm thick 11.71.2 200mm thick 11.72 providing and laying factory made chamfered edge cement concrete paver blocks of required colour strength, thickness pattern, surface texture ( smooth / rough ) and size / shape, conforming to 15658 2006 is marked made by table vibratory method using pu mould, laid in required colour and pattern over 0.30 mm with courtyards, porch with m 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of engineer in charge. 11.72.1 80 mm thick c.c. paver block of m 35 grade 11.72.2 60 mm thick c.c. paver block of m 35 grade 11.72.3 60 mm thick c.c. paver block of m 30 grade 11.73 providing and laying at or near ground level factory made kerb stone of m 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1 cement: 3 sand ) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm ) , including making drainage opening wherever required complete etc. as per direction of engineer in charge ( length of finished kerb edging shall be measured for payment ) . ( precast c.c. kerb stone shall be approved by engineer in charge ) . 11.74 providing and fixing at or near ground level factory made rcc pavement slab of m 30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia m.s. bars 4 nos on each side ( top & bottom ) , including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 ( 1 cement : 5 sand ) , having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of engineer in charge. 11.75 providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut granite of approved shade, colour and texture of granite door frame. in cement mortar 1:3 ( 1 cement :3 sand ) including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of engineer in charge. 11.75.1 granite door frame for 100mm thick wall thickness. 11.75.2 granite door frame for 200mm thick wall thickness. 11.76 providing and laying vitrified floor tiles ( without soluble salt ) or printed ( with soluble salt ) nano polished ( glossy finish ) in different sizes with water absorption less than 0.05% and conforming to is:15622 of approved make in all colours& shades, 1st quality / premium quality in flooring laid on 20mm thick cement mortar 1:4 ( 1cement :4sand ) including grouting the joints with white cement and matching pigments etc. complete 11.76.1 plain ivory light shade : size 600x600mm thickness 9 10mm 11.76.2 dark shade ( terracotta ) : size 600x600mm thickness 9 10mm 11.77 providing and laying vitrified floor tiles ( without soluble salt ) or printed ( with soluble salt ) nano polished ( glossy finish ) in different sizes with water absorption less than 0.05% and conforming to is:15622 of approved make in all colours& shades, 1st quality / premium quality in skirting laid on 12mm thick cement mortar 1:4 ( 1cement :4sand ) including grouting the joints with white cement and matching pigments etc. complete 11. 77.1 plain ivory light shade : size 600x600mm thickness 9 10mm 11. 77.2 dark shade ( terracotta ) : size 600x600mm thickness 9 10mm 11.78 providing and laying vitrified floor tiles multi / double charged ( minimum top layer thickness 2.0mm ) neno polished self design, in different size with water absorption less than 0.05% and conforming to is:15622 of approved make in all colours& shades, quality / premium quality in flooring laid on 12mm thick cement mortar 1:4 ( 1cement :4sand ) including grouting the joints with white cement and matching pigments etc. complete 11. 78.1 in light shade glossy / rustic / stain finished 11. 78.1.1 size 600x600 mm thickness 9 10 mm 11. 78.1.2 size 800x800mm thickness 11 12mm 11. 78.1.3 size 800x1200 mm thickness 11 12mm 11. 78.2 in dark shade glossy / rustic / stain finished 11. 78.2.1 ( a ) size 600x600 mm thickness 9 10 mm 11. 78.2.2 ( b ) size 800x800mm thickness 11 12mm 11. 78.2.3 ( c ) size 800x1200 mm thickness 11 12mm 11.79 providing and laying vitrified floor tiles multi / double charged ( minimum top layer thickness 2.0mm ) neno polished self design, in different size with water absorption less than 0.05% and conforming to is:15622 of approved make in all colours& shades, 1st quality / premium quality in skirting laid on 12mm thick cement mortar 1:4 ( 1cement :4sand ) including grouting the joints with white cement and matching pigments etc. complete 11. 79.1 in light shade glossy / rustic / stain finished 11. 79.1.1 ( a ) size 600x600 mm thickness 9 10 mm 11. 79.1.2 ( b ) size 800x800mm thickness 11 12mm 11. 79.1.3 ( c ) size 800x1200 mm thickness 11 12mm 11. 79.2 in dark shade glossy / rustic / stain finished 11. 79.2.1 ( a ) size 600x600 mm thickness 9 10 mm 11. 79.2.2 ( b ) size 800x800mm thickness 11 12mm 11. 79.2.3 ( c ) size 800x1200 mm thickness 11 12mm 11.80 providing and laying vitrified floor tiles full body design homogenous body matt / rustic finish in different size with water absorption less than 0.05% and conforming to is:15622 of approved make in all colours& shades, 1st quality / premium quality in flooring laid on 20mm thick cement mortar 1:4 ( 1cement :4sand ) including grouting the joints with white cement and matching pigments etc. complete 11. 80.1 in light colour and shades as ivory, beige blanco, grey etc. 11. 80.1.1 ( a ) size 300x300 mm thickness 9 10 mm 11. 80.1.2 ( b ) size 600x600mm thickness 9 10mm 11. 80.1.3 ( c ) size 600x600 mm thickness 11 12mm ( to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc. ) 11. 80.2 in dark colour and shade etc. 11. 80.2.1 ( a ) size 300x300 mm thickness 9 10 mm 11. 80.2.2 ( b ) size 600x600mm thickness 9 10mm 11. 80.2.3 ( c ) size 600x600 mm thickness 11 12mm ( to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc. ) 11.81 providing and laying vitrified floor tiles full body design homogenous body matt / rustic finish in different size with water absorption less than 0.05% and conforming to is:15622 of approved make in all colours& shades, 1st quality / premium quality in skirting, riser laid on 12mm thick cement mortar 1:4 ( 1cement :4sand ) including grouting the joints with white cement and matching pigments etc. complete 11. 81.1 in light colour and shades as ivory, beige blanco, grey etc. 11. 81.1.1 ( a ) size 300x300 mm thickness 9 10 mm 11. 81.1.2 ( b ) size 600x600mm thickness 9 10mm 11. 81.2 in dark colour and shades etc. 11. 81.2.1 ( a ) size 300x300 mm thickness 9 10 mm 11. 81.2.2 ( b ) size 600x600mm thickness 9 10mm 11.82 providing and laying digital print random design ( pgvt ) / ( gvt ) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to is:15622 of approved make in all colours& shades, 1st quality / premium quality including grouting the joints with white cement and matching pigments etc. complete 11. 82.1 for floor glossy / rustic / stain / matt finished laid on 20mm thick cement mortar 1:4 ( 1 cement:4sand ) 11. 82.1.1 size 600x600 mm thickness 9 10 mm 11. 82.1.2 size 800x800mm thickness 11 12mm 11.82.1.3 size 800x1600 mm thickness 11 12mm 11.82.1.4 size 1000x1000 mm thickness 11 12mm 11. 82.1.5 size 600x1200 mm thickness 11 12mm 11. 82.1.6 size 800x1200 mm thickness 11 12mm 11. 82.1.7 size 1200x1200 mm thickness 11 12mm 11.82.1.8 size 1200x1800 mm thickness 11 12mm 11.82.1.9 size 1200x2400 mm thickness 11 12mm 11. 82.2 for wall stain / rustic finished laid on 12mm thick cement mortar 1:3 ( 1 cement:3sand ) prepared same day when mortar is still green i.e.within 6 hours, size 300x600 mm thickness 9 10 mm 11. 82.3 for wall polished / glossy finished laid on 12mm thick cement mortar 1:3 ( 1 cement:3sand ) prepared same day when mortar is still green i.e. within 6 hours, size 300x600 mm thickness 9 10 mm 11.83 providing and laying digital print random design ( pgvt ) / ( gvt ) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to is:15622 of approved make in all colours& shades, 1st quality / premium in skirting, riser laid our 12mm thick cement mortar 113 including grouting the joints with white cement and matching pigments etc. complete 11. 83.1 for skirting, risers etc. glossy / rustic / stain / matt finished in all colours and shades 11. 83.1.1 size 600x600 mm thickness 9 10 mm 11. 83.1.2 size 800x800mm thickness 11 12mm 11. 83.1.3 size 600x1200 mm thickness 11 12mm 11. 83.1.4 size 800x1200 mm thickness 11 12mm 11.84 granite work gang saw cut ( polished machine cut ) of thickness 12 mm for wall lining, skirting, risers of steps and dado ( veneer work ) , back filling with a grout of average 12 mm thick in cement mortar 1:3 ( 1 cement: 3 sand ) including pointing with white cement mortar 1:2 ( 1 white cement: 2 marble dust ) with an admixture of pigment to match the marble shade: ( to be secured to the beaching by means of cramps, which shall be paid for separately ) . 11. 84.1 area of tiles not less 0.18 sqm 11. 84.1.1 fine granite dark black / dark red / white with self design / pattern / crystals of other colors of glitter 11. 84.1.2 course granite light black / light red / off white with crystals of other colors and various patterns 11. 84.1.3 gray / pink / brown with various patterns 11.85 providing and laying gang saw cut 12mm thick, mirror polished pre moulded ( wherever required ) and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring laid over 20mm thick base of cemnt mortar 1:4 ( 1cement:4sand ) including grouting the joints with white cement mixed with matching pigments, epoxy touch ups etc. complete as per direction of engineer in charge. 11. 85.1 area of tiles not less 0.18 sqm 11. 85.1.1 fine grained granite dark black / dark red / white with self design / pattern / crystals of other colors of glitter 11. 85.1.2 coarse grained granite light black / light red / off white with crystals of other colors and various patterns 11. 85.1.3 gray / pink / brown with various patterns 11. 86 providing and fixing artificial synthetic green long and fine yarns grass, uv / water resistant with sbr latex backing eco friendly durable high density 100 % pp ( poly poplin ) anti uv fiber.denier 12000 dtex, stich rate 18 stiches per 10cm, stich density 16800 stiches / m2, tufted weight 1830g / sqm approx. 11. 86.1 roll size will be 25.00m x 2.00m ( 25mm thick ) weight 150kg per roll. 11. 86.2 roll size will be 25.00m x 2.00m ( 40mm thick ) weight 180kg per roll. 11.87 providing and fixing laminated ( engineered wooden flooring ) of suitable thickness 10 14 mm of suitable grade category product of approved made out of core high density fibre board ( hdf ) &other component it treated for abrasion , scratch , moisture protection, flame protection, u.v resistant. backing with eco friendly resins specified by the manufacturer .the material shall be applicable warranty formaldehyde free, eco friendly, highly recommended for high traffic area and fully recyclable and matching shed and excluding quantity of skirting and profile . 11.88 providing and fixing single layer homogeneous ( solid wooden flooring ) of suitable thickness 14 18 mm of suitable grade category product of scratch protection, moisture protection, flame protection u.v. resistant, backing under layer on min 2 mm thickness the material shall be applicable warranty formaldehyde free, eco friendly , highly recommended for high traffic area and fully recyclable and matching shade and excluding quantity of skirting and profile. 11.89 providing and fixing tuffed 1 / 10” loop pile ( carpet tile / carpet ) . en ( euorpean standard ) size 50cm x 50cm / roll size of total thickness 5.5 mm and above with total mass of 4100g / m2approx and with polyester fleece primary backing with standard dimensional stability with impact sound / noise reduction and recommended for high traffic acoustical area. 11.90 providing and fixing spc ( stone plastic composite ) virgin pvc water resistant proof vinyl flooring with a thickness between 4 to 8mmuv coated layer with a wear layer of 0.3 to 0.80mm with a spc core layer of 2.00 to 5.00 mm with a sop of heat resistant, voc free, easy to cut, anti microbial protection in the form of tiles, planks helpful in environmental of profection health. 11.91 providing and laying pre mirror polished / pre polished fine grain machine cut sand stone tile flooring 20mm thick ( hardness should not be less than 7 and water absorption should not be more than 0.3% ) of required size and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20 mm thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand ) including grouting the joint with white cement mix with matching pigment etc. complete as per direction of engineer in charge. 11. 91.1 300x300mm 11. 91.2 400x400mm 11. 91.3 600x600mm 11.92 providing and laying pre mirror polished / pre polished fine grain machine cut sand stone slab flooring 20mm thick ( hardness should not be less than 7 and water absorption should not be more than 0.3% ) of required size of area more then .50 sqm and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20mm thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand ) including grouting the joint with cement mix matching pigment etc. complete as per direction of engineer in charge. 12.1 providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal / vertical or curved surfaces ) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.00mm thick with zinc coating not less than 275gm / m² 12.1.2 0.80mm thick with zinc coating not less than 275gm / m² 12.1.3 0.63 mm thick with zinc coating not less than 275gm / m² 12.2 straight cutting in g.s. sheet of any thickness roofing for making opening of area exceeding 40 sq. decimetre for chimney stacks, sky light etc. 12.3 extra for circular cutting in c.g.s. sheet of any thickness roofing for making opening of area exceeding 40 square decimetre : 12.4 providing ridges or hips of width 60 cm over all width plain g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts 8 mm dia. g.i. limpet and bitumen washers complete. 12.4.1 0.80mm thick with zinc coating not less than 275gm / m² 12.4.2 0.63mm thick with zinc coating not less than 275gm / m² 12.5 providing valleys of 90cm wide overall in plain g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts 8mm dia. g.i. limpet and bitumen washers complete. 1.60 mm thick with zinc coating not less than 350gm / m² 12.6 providing and fixing of 40 cm over all width plain, g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts, g.i. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 ( 1cement : 3 sand ) . 1.00mm thick with zinc coating not less than 275gm / m² 12.7 providing and fixing 15 cm wide 45 cm over all semicircular plain g.s. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 12.7.1 0.80mm thick with zinc coating not less than 275gm / m² 12.7.2 0.63mm thick with zinc coating not less than 275gm / m² 12.8 providing reinforced by organic fibres and / or inorganic synthetic fibres cement 6 mm thick corrugated sheets ( as per is: 14871 ) roofing up to any pitch and fixing with polymer coated j, or l hooks, bolts and nuts 8 mm dia.g.i. plain and bitumen washers or with self drilling fastener and epdm washers etc. complete ( excluding the cost of purlins, rafters and trusses ) , including cutting sheets to size and shape wherever required. 12.9 extra for straight cutting in reinforced by organic fibres and / or inorganic synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter for chimney stacks, skylights etc.. 12.10 extra for circular cutting in reinforced by organic fibres and / or inorganic synthetic fibres cement corrugated / semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter. 12.11 extra for providing and fixing wind ties of 40x 6 mm flat iron section. 12.12 providing and fixing ridges and hips in fibre cement reinforced by organic fibres and / or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and epdm washer etc. complete. 12.12.1 corrugated serrated adjustable ridges 12.12.2 plain wing adjustable ridges 12.12.3 close fitting adjustable ridges 12.12.4 unserrated adjustable hips 12.13 providing and fixing fibre cement reinforced by organic fibres and / or inorganic synthetic fibres roofing accessories in all colours with polymer coated j or l hooks, bolts and nuts and or g.i. seam bolts and nuts, g.i. plain and bitumen washers or with self drilling fastener and epdm washer etc. complete: 12.13.1 corrugated apron pieces 12.13.2 eaves filler pieces 12.13.3 north light curves 12.13.4 ventilator curves 12.13.5 barge boards 12.13.6 ridge finials 12.13.7 special north light curves 12.13.8 s type louvers 12.14 providing flat iron brackets 50x3mm size with necessary bolts, nuts washers etc. for fixing g.s. sheets gutters with purlins. 12.15 providing and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by engineer in charge ) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per is:277 in 240 mpa steel grade, 15 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by engineer in charge. the sheet shall be fixed using self drilling / self tapping screws of size ( 5.5x 55mm ) with epdm seal, complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.16 providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, zinc coating 120gsm as per is: 277 in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling / self tapping screws complete : 12.16.1 ridges plain ( 500 600mm ) . 12.16.2 flashings / aprons. ( upto 600 mm ) 12.16.3 north light curves. 12.16.4 barge board ( upto 300 mm ) 12.16.5 crimp curve 12.16.6 gutter. ( 600 mm over all girth ) 12.17 providing & fixing uv stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated j or l hooks, bolts & nuts 8mm dia. g.i plain / bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. the sheets shall be manufactured out of 2400 tex panel rovigs incorporating minimum 0.3% ultra violet stabiliser in resin system under approximately 2400 psi and hot cured. they shall be of uniform pigmentation and thickness without air pockets and shall conform to is 10192 and is 12866.the sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.17.1 2mm thick corrugated ( 2.5 or 4.2 or 6 ) or step down ( 2or 3or 6 ) as specified. 12.17.2 2mm thick flat. 12.18 providing and fixing of sky lights consisting of multi cell / tight cell polycarbonate panel system of approved colour, 16 mm thick ( minimum ) having uniform in color with an integral tight cell core constructed not to exceed 4mmx4mm in a cross section, involved such as bolts nuts and screws etc. and labour for cutting bending to required profile, necessary scaffolding, hoisting in position etc. for proper completion of the work etc. complete as per specification drawings and direction of engineer in charge. finished surface area of roofing fixed over steel tubular structure shall be measured for payment. ms tabular frame work shall be measured separately for payment. 12.18.1 10mm thick 12.18.2 16mm thick 12.19 providing sand stone slab 40 to 50 mm thick for roofing and laying them in cement mortar 1 : 4 ( 1 cement : 4 sand ) over wooden karries or r.c.c. battens or structural steel sections ( karries or battens or structural steel sections to be paid separately ) including pointing the ceiling joints with cement mortar 1:3 ( 1 cement : 3 sand ) complete : 12.19.1 red sand stone slab 12.19.2 white sand stone slab : 12.20 painting top of roofs with residual type petroleum bitumen of grade vg 10 of approved quality @ 17kg per 10 sqm impregnated with a coat of sand at 60 cum per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 12.21 providing and applying two coats of high albedo paint having minimum solar reflective index ( sri ) 108 ( with solar reflectance and thermal emittance tested as per astm ) c 1549 and astm c 1371 respectively ) , voc less than 10 cc / gm. the coating thickness and the methodology of application shall be strictly as per manufacturers specifications and as approved by engineer in charge. surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., and washing with water all complete. the contractor shall give guarantee for the performance of sri and also the durability of coating, all complete as per direction of engineer in charge. 12.22 providing and fixing heat resistant terrace tiles ( 300 mm x 300 mm x 20 mm ) with sri ( solar refractive index ) > 78, solar reflection >0.70 and initial emittance >0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 ( 1 cement : 4 sand ) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 12.23 providing and laying pressed clay tiles ( as per approved pattern 20 mm nominal thickness and of approved size ) on roofs jointed with cement mortar 1:4 ( 1 cement : 4 sand ) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 ( 1 cement : 4 sand ) and finished neat complete. 12.24 providing and fixing on roof pressed clay tile ( mangalore tile ) 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete ( steel frame work to be paid separately ) 12.25 providing and laying on roof pressed clay tile ridge ( mangalore tile ) of 20mm thickness of approved pattern on steel frame work complete ( steel frame work to be paid separately ) 12.26 providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate 10mm and down grade ) including finishing with cement mortar 1:3 ( 1 cement : 3 sand ) as per standard design : in 75x75mm deep chase 12.27 making khurras 45x45 cm ( sunk area ) with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size ) over p.v.c. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 ( 1 cement : 3 sand ) and a coat of neat cement rounding the edge and making and finishing the outlet complete so as to receive rain water / spillage water on roof in a sunk area and completely rain out in a near perfect strain meter motion into rain water pipe. 12.28 providing and fixing m.s. holder bat clamps of approved design to c.i. or s.c.i. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of cement concrete 1:2:4 mix ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) and cost of cutting holes and making good the walls etc. 12.28.1 100 mm diameter 12.28.2 150 mm diameter 12.29 providing and fixing isi marked sand cast iron rain water pipes. 12.29.1 100 mm dia minimum wall thickness 5mm 12.29.2 150 mm dia minimum wall thickness 5mm 12.30 providing lead caulked joints to sand cast iron rain water pipes and fittings : 12.30.1 100 mm dia. pipe 12.30.2 150 mm dia. pipe 12.31 providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry ( lead caulking will be paid for separately ) : 12.31.1 sand cast iron bend : 12.31.1.1 100 mm diameter 12.31.1.2 150 mm diameter 12.31.2 sand cast iron plain shoes : 12.31.2.1 100 mm diameter 12.31.2.2 150 mm diameter 12.32 providing and fixing on wall face rigid unplasticised rigid pvc ( upvc ) single socketed rain water pipes conforming to is : 13592 type a including jointing with seal ring conforming to is : 5382 leaving 10 mm gap for thermal expansion. 12.32.1 75 mm diameter ( minimum wall thickness 1.8mm ) 12.32.2 110 mm diameter ( minimum wall thickness 2.2mm ) 12.33 providing and fixing on wall face unplasticised upvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a including jointing with seal ring conforming to is : 5382 leaving 10 mm gap for thermal expansion. 12.33.1 coupler 12.33.1.1 75 mm ( minimum wall thickness 1.8mm ) 12.33.1.2 110 mm ( minimum wall thickness 2.2mm ) 12.33.2 single push fit coupler : 12.33.2.1 75 mm ( minimum wall thickness 1.8mm ) 12.33.2.2 110 mm ( minimum wall thickness 2.2mm ) 12.33.3 single tee with door 12.33.3.1 75x75x75 mm ( minimum wall thickness 1.8mm ) 12.33.3.2 110x110x110 mm ( minimum wall thickness 2.2mm ) 12.33.4 single tee without door 12.33.4.1 75x75x75 mm ( minimum wall thickness 1.8mm ) 12.33.4.2 110x110x110 mm ( minimum wall thickness 2.2mm ) 12.33.5 bend 87.5° 12.33.5.1 75 mm bend ( minimum wall thickness 1.8mm ) 12.33.5.2 110 mm bend ( minimum wall thickness 2.2mm ) 12.33.6 shoe ( plain ) 12.33.6.1 75 mm shoe ( minimum wall thickness 1.8mm ) 12.33.6.2 110 mm shoe ( minimum wall thickness 2.2mm ) 12.34 providing and fixing unplasticised pvc pipe clips of approved design to unplasticised pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand ) and making good the wall etc. complete. 12.34.1 75 mm ( minimum wall thickness 1.8mm ) 12.34.2 110 mm ( minimum wall thickness 2.2mm ) 12.35 providing and fixing to the inlet mouth of rain water pipe fixing cast iron grating 15 cm diameter and weighing not less than 440 grams. 12.36 providing and fixing to the inlet mouth of rain water pipe ptmt ( an engineering thermoplastic ) grating square ( slit ) 150 mm square with a height of 8 mm and weighing not less than 100 gms. 12.37 providing and fixing 100 mm / 110 mm diameter and 60 cm long rain water spout in cement mortar 1:4 ( 1 cement : 4 sand ) 12.37.1 stone ware spout 12.37.2 upvc spout ( pipe dia.110 mm ) 12.38 providing and fixing of self supported mechanically seamed roofing system, made of high quality steel, having 340 mpa yield strength, pre coated galvalume sheet as per astm a 792 m of base metal thickness from 0.8 mm to 1.6mm ( tolerance ± 0.02mm ) . high grade steel sheet should have 55% aluminum and 45% zinc coating by hot dip process of minimum 25 micron the rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolts, epoxy, paint and all wastage etc. complete. accessories and fixtures like hangers / clamps for installation of lighting / fixtures / utility / duct as per requirement and ventilators, skylight can also be provided at crown / ridge by making cuts into the panels which is to be paid separately. this item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. 12.38.1 base metal thickness 0.8mm up to span 15 meter 12.38.2 base metal thickness 0.9mm , up to span 18 meter 12.38.3 base metal thickness 1.0 mm, up to span 21 meter 12.38.4 base metal thickness 1.1 mm, up to span 23 meter 12.38.5 base metal thickness 1.2mm, up to span 25meter 12.38.6 base metal thickness 1.3 mm, up to span 27 meter 12.38.7 base metal thickness 1.4mm, up to span 29meter 12.38.8 base metal thickness 1.5 mm, up to span 31 meter 12.38.9 base metal thickness 1.6 mm, up to span 33 meter 12.38.10 providing and fixing galvalume 1.0 mm thick clamps / hangers of size 75x140mm with saddle of 50mm dia, riveted at one side and nut and bolt at other side, to self supported roofing system by mechanical seaming to suspend light fixture / cable stay / false ceiling / duct etc., at their location which should be planned earlier by engineer in charge. clamps shall be fixed during seaming of panels. 12.38.11 providing and fixing advanced type hurricane turbo ventilator to self supporting roof having neck dia 600mm made of aluminum having 24 nos vertical vanes made of aluminum sheet. ventilator should be fixed on 1 to 2mm thick g.i. ring which shall be fixed on 2mm thick polycarbonate sheet. polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25x25mm with self tapping screw to panels. all joints shall be sealed by silicon. rates i / c of all material, labour fittings screw, rings, foam tap, aluminum angles etc. complete. deduction shall not be made for cutting area of self supported roof. 12.38.12 providing and fixing of 2mm thick polycarbonate sheet to self supported roofing system. the sheet shall have tensile strength and elongation as per astm d 638, refractive index as per astm d 592, light transmission as per astm d 1003 and specific gravity as per stm d 792. polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25x25mm with self tapping screw to panels. all joints shall be sealed by silicon. rates include of all material, labour, fittings, screw, foam tap, aluminum angles etc. complete. deduction shall not be made for cutting area of self supported roof. 12.39 supply, fabrication and erection of three dimensional space frame steel structure consisting of support node, primary space frame members, space notes nodes, bolts, sleeves ( nut ) , purlin stool, purlin etc. to support roof sheet in plain or curved shape. ( approximate zinc coating thickness 77 microns ) and shall not be less than 400 g / sqm ( approximate zinc coating thickness 56 microns ) . bolts, sleeves and cones shall be electro galvanized to astm b 633 type 2, sc3. shop drawings along with structural design analysis shall be provided by the manufacturer for approval of the engineer in charge. rate shall include cost of design, all material, all lifts, labour, transport, storage, machines, tools and plants, wastages, erection and installation at site all necessary scaffolding etc. necessary to provide finished product but excluding cost of erection / construction of support shaft and roof sheet. 12.40 providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to is 277:1992 used as permanent shuttering over which ms wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. this metal deck will be supported on structural steel beam with shear studs. ( structural steel like beam, column, joists etc. & concrete of different grade as per design will be paid separately ) . 12.41 providing and fixing in position roof tile under lay using 12mm thick ( minimum ) moisture / fire resistance heavy duty fibre cement board ( high pressure steam cured ) type a, category 4 conforming to is 14862:2000, fixed on steel frame work of 610mmx610mm or 610mmx1220mm grid by counter sunk stainless screw @ 300mm c / c all complete as per the drawings. tiles etc may be laid on the board substrate by sealing the joints properly with filler material or sealant to ensure no leakage through joints. all complete as per drawings, specification and as per direction of engineer in charge. note ms section structure and roof tile like shingles / mangalorian tiles etc cost will be paid seprately. 12.42 providing and fixing thermal insulation of ceiling ( under deck insulation ) with resin bonded fibre glass wool conforming to is: 8183 density 24kg / m3, 50mm thick, wrapped in 200 g virgin polythene bags fixed to ceiling with metallic cleats ( 50x50x3 mm ) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building . 12.43 providing and fixing thermal insulation with resin bonded fibre glass wool conforming to is : 8183, density 16kg / m3, 50mm thick, wrapped in 200g virgin polythene bags placed over existing false ceiling and held in position by criss crossing gi wire. 12.44 thermal insulation of roofing with expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the engineer in charge : 12.44.1 with type n normal 50 mm thick 12.44.2 with type se self extinguishing type 50 mm thick. 12.45 providing and laying thermal insulation of roofing with 40 mm thick impervious sprayed, closed cell free rigid polyurethane foam over deck insulation conforming to is 12432 pt. iii ( density of foam being 40 45 kg / cum ) , over a coat of polyurethane primer applied @ 6 8 sqm per litre, laying 400 g polythene sheet over puf spray and providing a wearing course of 40 mm thick cement screed 1: 2 : 4 ( 1 cement : 2 sand : 4 stone aggregate 20 mm nominal size ) in chequered rough finish, in panels of 2.5 mx2.5 m and embedding with 24 g wire netting and sealing the joints with polymerized mastic, all complete as per direction of engineer in charge. 12.46 providing and fixing thermal insulation with resin bonded fibre glass wool conforming to is: 8183 having density 24 kg / m3, 50 mm thick, wrapped in 200g virgin polythene bags fixed to wall with screw, rawl plug and washers and held in position by criss crossing gi wire etc. complete as per directions of engineer in charge. 12.47 providing and fixing thermal insulation of ceiling ( under deck insulation ) with resin bonded rockwool conforming to is: 8183, density 48 kg / m3, 50 mm thick, wrapped in 200 g virgin polythene bags fixed to ceiling with metallic cleats ( 50x50x3 mm ) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 12.48 providing and fixing thermal insulation with resin bonded rock wool conforming to is: 8183, density 48 kg / m3, 50 mm thick, wrapped in 200 g virgin polythene bags placed over existing false ceiling and held in position by criss crossing gi wire. 12.49 providing and fixing thermal insulation with resin bonded rock wool conforming to is: 8183, having density 48 kg / m3. 50 mm thick, wrapped in 200 g virgin polythene bags fixed to wall with screw, rawl plug and washers and held and in position by criss cossing gi wire etc.complete as per directions of engineer in charge. 12.50 supply and application of 48kg / m3 density & 50 mm thick with a tolerance of 2 + 6mm of rockwool rb slabs unfaced ( binder<3.5% ) ; conforming to is: 8183 / astm c 612 latest edition with amendments. non combustible when tested as per bs 476 part 4 or a1 when tested as per en: 13501. two random samples from each supplied batch will be test for shot content at the site. the melting point of the wool shall be more than 1000°c and wool shall be bio soluble in accordance with eu directive 127 / 2008 or similar. all above mentioned standard are as per latest edition with amendments. 12.51 supply & application of rockwool rb slab 48kg density, 50mm thick wrapped in 200g vergine polythene bags for partition, ceiling ( under deck insulation ) conforming to is: 8183 with tolerance of 2 +6mm of rock wool rb slabs unfaced ( binder <3.5% ) conforming to is: 8183 / astm c 612 latest edition with amendments. non combustible when tested as per bs 476 part 4 or al when tested per en 13501. . two random samples from each supplied batch will be test for shot content at the site. the melting point of the wool shall be more than 1000°c and wool shall be bio soluble in accordance with eu directive 127 / 2008 or similar. all above mentioned standard are as per latest edition with amendments. 12.52 supply & application of rockwool rb 2 slab 64kg / m3, 50mm thick, with gi wire netting 24 swg; fixing for nrc value 1.00 for acoustics, thermal & fire purpose conforming to and is: 8133, is: 8183 with tolerance of 2 + 6mm of rb slabs unfaced ( binder < 3.5% ) ; conforming to is: 8183 / astm c 612 latest edition with amendments. two random samples from each supplied batch will be tested for shot content at the site. the melting point of the wool shall be more than 1000°c and wool shall be bio soluble in accordance with eu directive 127 / 2008 or similar. all above mentioned standard are as per latest edition with amendments. 12.53 supply & application of rockwool building roll ( 1.1mx10m ) 48kg density, 50mm thick with fsk ( foil scrim kraft ) aluminium foil facing for hvac duct & building underdeck purpose conforming to is: 8183, is: 8183 and is:8183 a tolerance of 2 +6 mm of rockwool rb slabs unfaced ( binder < 3.5% ) ; conforming to is: 8183; / astm c 612 latest edition with amendments. non combustible when tested as per bs: 476 part 4 or al when tested as per en: 13501. two random samples from each supplied batch will be test for shot content at the site. the melting point of the wool shall be more than 1000°c and it shall be bio soluble in accordance with eu directive 127 / 2008 or similar. all above mentioned standard are as per latest edition with amendments. 12.54 supply & application of rockwool building roll ( 1.1mx10m ) 48kg density, 50mm thick with alg ( alu & glass ) mixture of aluminium & glass facing for building underdeck application below metal sheet also conforming is: 8183, is: 8183 and is: 8183 a tolerance of 2+6mm of rockwool rb slabs unfaced ( binder < 3.5% ) ; conforming to is: 8183 / astm c 612 latest edition with amendments. non combustible when tested as per bs 476 part 4 or al when tested as per en 13501. the maximum service temperature shall be 700°c. shot content should be less than 2% for 500 microns & less than 10% for 250 microns when tested as per standard is: 3144. two random samples from each supplied batch will be test for shot content at the site. the melting point of the wool shall be more than 1000°c and wool shall be bio soluble in accordance with eu directive 127 / 2008 or similar. all above mentioned standard are as per latest edition with amendments. 12.55 providing and fixing of minimum 12mm thick, 5 layered bubble reflective thermal insulation made of 12 microns aluminum foil with minimum 97% reflectivity on both outer sides, under both aluminum foil 4mm thick fr bubble insulation with low emissivity 0.032 ( astm1371 ) , fire class a ( astm e84 ) all five layers of insulation shall be stick with each other by registered manufacturer using hot process without using any kind of adhesive. insulation shall be supplied in 1.10m wide roll width with 50mm wide factory made cuts at both sides to joint another roll by using general stapler in case of new shed and adhesive in case of existing or self supported roof. 12.55.1 fixing of insulation on new work by laying horizontally on the purlins and perpendicular to the direction of purlins and fixing by using self tapping screws at equal distance. place and align the second roll of insulation parallel to the first roll and overlaps the adjacent rolls. after insulation is fixed over the purlins the metal sheet is placed over insulation and drilled with self tapping screws with purlins etc. complete, including all material and scaffolding. 12.55.2 installation of insulation in old sheds where the sheets have been already fixed over the purlins so insulation shall be fixed under the purlins covering the roof bottom. insulation roll to be unfolded at the bottom of the purlin horizontally and parallel to the roof and fixed by using the self tapping screw with a washer at equal distance etc. complete, including all material and scaffolding. 12.55.3 insulation of self supported roof shall be applied under the roofing by using stud welding to the self supported roof at a distance not be more than 300 mm in both directions. at each stud insulation roll shall be pushed against the studs so that it gets punctured and then non returning washer has to be applied at the stud etc. complete, including all material and scaffolding. 12.56 providing and fixing 50 mm thick extruded polystyrene rigid insulation board ( xps ) of required size over deck on ceiling surface, complying with astm c 578 type vi, having thermal conductivity of 0.0289 w / mk as per astm c 518, compressive strength of > 350 kpa listed as per astm c 1621, density of 34 36 kg / m³ as per astm d 1622, water absorption < 1% by volume as per astm c 272, oxygen index of minimum 24 as per astm d 2863 and fire retardant property as per din 4102, with preferred stone or pre cast tiles shall be laid over the xps board with suitable grouting including providing pre fabricated epdm drain outlets ( cement screed casting shall be done at the junction of roof and parapet walls ) , all as per the directions of engineer in charge. 12.57 providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeck on ceiling surface, complying with iso 4898:2008 & astm c 578 08b type vi, having thermal conductivity of 0.0289 w / m k as per astm c 578 fire retardant property as per din 4102, part 1 of class b2 and as per astm e84 class a, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of engineer in charge. 12.58 providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from m.s. sheets and galvanized with zinc coating of 120 gms / sqm ( both side inclusive ) as per is : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the engineer in charge but excluding the cost of painting with: 12.58.1 10mm thick plaster of paris ( gypsum anhydrous ) sheet 10mm thick pop board 12.58.1.1 flat surfaces 12.58.1.2 curved surfaces 12.58.1.3 sunk or raised mouldings 12.58.1.4 extra for providing in the plaster of paris ( gypsum anhydrous ) ceiling above 5 metre height from floor level. 12.58.2 12.5 mm thick tapered edge gypsum board 12.58.2.1 plain board conforming to is: 2095 part i : 2011 ( board with bis certification marks ) . 12.58.2.2 fire resistant glass reinforced gypsum ( grg ) board conforming to is: 2095 ( part 3 ) : 1996 ( board with bis certification marks ) 12.58.2.3 gypsum moisture resistant board. 12.58.2.4 fully perforated gypsum plaster board having approx. 15 % perforated area with perforation size and pattern as approved by the engineer in charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with nrc value not less than 0.60. 12.58.3 8 mm thick calcium silicate board made with calcareous and siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. 12.59 providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams / sqm, both side inclusive ) consisting of maint runners to be suspended from ceiling using gi slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm gi adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main t, bottom exposed width of 24 mm of all t sections shall be pre painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by engineer in charge. 12.59.1 gi metal ceiling lay in plain tegular edge global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of g i sheet having galvanizing of 100 gms / sqm ( both sides inclusive ) and electro statically polyester powder coated of thickness 60 microns ( minimum ) , including factory painted after bending . 12.59.2 gi metal ceiling lay in perforated tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of gi sheet having galvanizing of 100 gms / sqm ( both sides inclusive ) and 20% perforation area with 1.8 mm dia holes and having nrc ( noise reduction coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns ( minimum ) , including factory painted after bending and perforation, and backed with a black glass fiber acoustical fleece. 12.59.3 12.5 mm thick square edge pvc laminated gypsum tile of size 595x595 mm, made of gypsum plasterboard, manufactured from natural gypsum as per is 2095 part i and laminated with white 0.16mm thick fire retardant pvc film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side pvc film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a ompletely sealed unit. 12.59.4 12.5 mm thick fully perforated gypsum board tile made from plasterboard having glass fibre conforming to is: 2095 part i, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c / c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an nrc ( noise reduction coefficient ) of 0.79, with 50 mm resin bonded glass wool backing. 12.59.5 glass fiber acoustical suspended ceiling system with 16 mm thick tegular edge or micro look edge tiles of size 595x595mm.the tiles should have humidity resistance ( rh ) of 99%, nrc 0.5, light reflectance ≥83%, thermal conductivity k = 0.052 0.057 w / m k, colour white, fire performance uk class 0 / class 1 ( bs 476 pt 6 and7 ) in module size of 600 x 600 x 16mm with bio block coating on the face of the tile, suitable for green building application, with recycled content of 38 41%. the tile and grid system used together should carry a 15 year warranty. 12.59.6 8mm thick non asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per is: 14276, white primedcolour tiles of size 595x595 mm. 12.59.7 6mm thick non asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per is: 14276, white primed colour tiles of size 595x595 mm. 12.60 providing and fixing gi clip in metal ceiling system of 600x600 mm module which includes providing and fixing ‘c’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm center to centre, suspending the main c carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. wherever the main c carrier and spring t have to join, c carrier and spring t connectors have to be used. all sections to be galvanized @ 120 gms / sqm ( both side inclusive ) fixing with clip in / swing down tiles into spring t with 12.60.1 gi metal ceiling clip in / swing down plain beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of g i sheet having galvanizing of 100 gms / sqm ( both sides inclusive ) and electro statically polyester powder coated of thickness 60 microns ( minimum ) , including factory painted after bending. 12.60.2 gi metal ceiling clip in / swing down plain beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of g i sheet having galvanizing of 100 gms / sqm ( both sides inclusive ) and 20% perforation area with 1.8mm dia holes and having nrc of 0.5, electro statically polyester powder coated of thickness 60 microns ( minimum ) , including factory painted after bending and perforation. 12.61 providing & fixing of unperforated antibacterial metal tile ceiling system comprising of tile of 600mm wide and 600mm long manufactured out of 0.7mm thick aluminium alloy 3105 with beveled edge of 4.15mm width and height of 32mm. the tile will be manufactured on advanced equipment that includes several levelling stages in the manufacturing process by approved certified manufacturers. the tile shall be clipped into clip in rail of 0.5mm thick g.i. in form of a grid system using a cross connector. the clip in rail shall be supported from slab by means of rigid suspension of 4mm g.i.road, hold on clamp with clip. ( rate include all materials and labour ) . 12.62 providing and fixing board ceiling of approved quality with necessary nails etc. complete ( frame work to be paid separately ) : 12.62.1 12mm thick insulating board 12.62.1.1 natural colour insulating board 12.62.1.2 white face insulating board 12.62.1.3 flame retardant face insulating board 12.62.2 flat pressed 3 layer medium density particle board or graded particle board ( grade i ) is: 3087 12 mm thick marked in ceiling with necessary nails etc. complete 12.62.3 6 mm thick plain multipurpose cement board ( high pressure steam cured ) as per is : 14862, with suitable screws for fibre cement board in ceiling etc. complete 12.62.4 6mm thick high pressure steam cured non asbestos, reinforced with cellulose fibres, moistur& fire resistance heavy duty fibre cement board, type a, category 4 conforming to is 14862:2000. ( for wet areas ) 12.62.5 4 mm thick high pressure steam cured non asbestos, pre painted, self embossed, designer cement boardtype b, category 3 conforming to is 14862:2000 . of approved texture, design patterns 12.63 extra for circular cutting and wastages in ceiling with: board only ( frame work ) natural colour insulating 12 mm thick board paid separately. 12.64 extra for providing and fixing ceiling to curved surfaces in narrow widths 12.65 providing and fixing false ceiling with 12 mm thick plain / semi perforated 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 aluminium primer on both sides and edges including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium ( with 15 micron anodic coating ) the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia m.s rod fixed to roof slab by means of ceiling cleats and dash fastener. the suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with c.p brass screws and applying a priming coat of zinc chromate yellow primer ( aluminium frame work shall be paid separately ) . 12.66 providing and fixing colour coated profile sheet of minimum 1015 mm effective cover width and nominal 28.5 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre to centre. the end rib shall be designed for anti capillary action, to avoid any seepage of water through the lateral overlap. the sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every 1 meter c / c for confirming genuinity of the material. the sheet shall be fixed using self drilling / self tapping screws of size ( 5.5x 55mm ) with epdm seal, complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape 12.67 extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles. 12.68 providing and fixing expanded polystyrene ( thermacol ) false ceiling ( frame work to be paid separately ) : 12.68.1 with type n normal 50 mm thick 12.68.2 with type se self extinguishing type 50 mm thick 12.69 providing and fixing false ceiling with fabric fixing with nail etc. ( frame work and beading to be paid separately ) . 12.69.1 costing upto 70 / per metre, 12.69.2 rs 70 150 per meter 12.69.3 upto 200 per meter 12.70 providing and fixing perforated aluminium panel ceiling of white / natural satin colour supplied by approved manufacturers consisting of panel of standard size with bevel edge, panel length up to 6 m, coil coated on a continuous paint line suitable for interior application, double baked and roll formed from enamelled corrosion resistance aluminium alloy aa 5050 ( al. mg ) for higher strength and good roll forming characteristics. panel carrier shall be suspended by means of g.i. threaded rod having 6 mm diameter at a distance of 1.5 mtr. actual distance of threaded rod / carrier might vary and to be calculated based on the actual drawing and site condition. the measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.70.1 with panels of size 300mm wide x30mm deep x 0.7mm thick and panel carrier of size 40.5mm wide x 62mm deep x 0.9mm thick 12.70.2 with panels of size 150mm wide x 15.5 mm deep x 0.5mm thick and panel carrier of size 32mm wide x 39mm deep x 0.95mm thick 12.70.3 with panels of size 84mm widex16mm deep x 0.5mm thick and panel carrier of size 62mm wide x 29mm deep x 0.95mm thick 12.71 providing and fixing un perforated aluminium panel ceiling supplied by approved manufacturers of standard white / natural satin shade consisting of panel 30 mm / 80mm / 130mm / 180mm wide x 15 mm deep x 0.5mm / 0.6mm thick respectively, with square edges having panel length up to 6 mtr, coil coated on a continuous paint line, double baked and roll formed from enamelled corrosion resistance aluminium alloy aa 5050 ( al.mg ) for higher strength and good roll forming characteristics. the carrier shall be suspended by means of g.i. suspension rod 4mm diameter, and a galvanised suspension spring clip at a distance of 1.7mtrs centre to centre. actual distance of threaded rod / carrier might vary and to be calculated based on the actual drawing and site condition. the measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.72 providing and fixing u baffle aluminium panel ceiling of different colors and finish supplied by approved manufacturers, consisting of panel size 50 mm width x 100 mm deep using 0.6 mm thick, panel length upto 4 mtr, coil coated on a continuous paint line, double baked and roll formed from enamelled corrosion resistance aluminium alloy aa 3005 ( al. mg ) for higher strength and good roll forming characteristics. actual distance of threaded rod / carrier might vary and to be calculated based on the actual drawing and site condition. the measurements shall be wall to wall without any deductions for lights, diffuses, columns etc. as an option, ceiling area above u baffle can be painted by the contractor in black colour or any other colour as per the architect for better aesthetics before fixing this system. 12.72.1 standard white / natural satin shade 12.72.2 wooden finish 12.73 supply & fixing of perforated g.i false ceiling tile or plank using torsion spring fixing system supplied by approved manufacturer comprising of tile of 600 mm wide and 600 mm long manufactured out of 0.5 mm thick or plank of 600mm wide and 1200 mm long manufactured out of 0.6mm thick galvanised steel perforated with 2 mm dia. at a distance of 5mm centre to centre. non woven felt made of glass reinforced fibre glued over the perforation at the back side of panels to provide noise reduction co efficient up to 0.7 nrc. “tee” sections, 3.6m long, with factory punched flanges to receive torsion spring assembly. main tee on centre spacing to match panel length. cross runners 24 mm deep, inverted “tee” sections designed to interlock in to web of main tee section on designated spacing. cross tee length to match panel length. cross tees are spaced at a spacing of 600 mm on centre maximum. the measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.73.1 tile of 600 mm wide , 600 mm long and 0.5 mm thick 12.73.2 plank of 600mm wide , 1200 mm long and 0.6mm thick 12.74 providing and fixing of composite perforated gypsum board with glass wool fiber panel of size 595x595x25 mm with 10mm square perforation tiles false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section ( galvanized @ 120 gms / sqm both sides inclusive ) consisting of main “ “t” runners to be suspended from ceiling using gi slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm gi adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main t, bottom exposed width of 24mm of all t sections shall be pre painted with polyester paint all complete at all heights as per specifications and drawings and as directed by engineer in charge. 12.75 providing and fixing of composite perforated mdf board with glass wool fiber panel of size 595x595x18 mm 10mm square perforation tiles ( square / tegular edge ) false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section ( galvanized @ 120 gms / sqm both sides inclusive ) consisting of main “t” runners to be suspended from ceiling using gi slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm gi adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main t, bottom exposed width of 24mm of all t sections shall be pre painted with polyester paint all complete at all heights as per specifications and drawings and as directed by engineer in charge. 12.76 providing and fixing of perforated gypsum board with acoustical glass fiber tissue faced panel of size 595x595x12.5mm, square 10mm perforation tiles ( square edge ) false ceiling panels in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section ( galvanized @ 120 gms / sqm both sides inclusive ) consisting of main “t” runners to be suspended from ceiling using gi slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm gi adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main t, bottom exposed width of 24mm of all t sections shall be pre painted with polyester paint all complete at all heights as per specifications and drawings and as directed by engineer in charge. 12.77 providing and fixing false ceiling at all heights with 15 mm thick integral densified tegular edged non cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of size 595x595 mm of approved texture, design and patterns having nrc ( noise reduction coefficient ) of 0.50 ( minimum ) as per is 8225:1987, ) i.e.50 mm long, 8 mm outer diameter m 6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and l shape level adjuster of size 85x25x25x2 mm. galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall s.s screws. the work shall be carried out as per pecifications, drawing and as per directions of the engineer in charge. 12.78 providing and fixing false ceiling at all heights with 15 mm thick integral densified micro look edged non cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of size 595x595 mm of approved texture, design the work shall be carried out as per specifications, drawing and as per directions of the engineer in charge.80 grams per sqm ) i.e. 50 mm long, 12 mm outer diameter m 6 dash fasteners with the help of z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and l shape level adjuster of size 85x25x25x2 mm. galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall s.s screws. the work shall be carried out as per specifications, drawing and as per directions of the engineer in charge. 12.79 providing and fixing false ceiling at all heights with 15 mm thick integral densified mirolook edge with bio safe coating as per iso 7251:2005, iso 20743:2007 and iso 21527 1:2008, making the tiles resistant to bacterial growth in case of any external bacterial contact made onto the surface of tiles, non cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of size 595x595 mm with the help of z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and l shape level adjuster of size 85x25x25x2 mm. galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall s.s screws. the work shall be carried out as per specifications, drawing and as per directions of the engineer in charge. 12.80 providing and fixing in position wall panelling at all heights with 15 mm thick fully perforated square / butt edge light weight calcium silicate panels / tiles., non cementitious, reinforced with fibre and natural filler, having nrc ( noise reduction coefficient ) of 0.10 0.20 for plain and designer 0.15 0.40 for pinhole texture and nrc 0.45 0.65 for fully perforated tiles as per is 8225:1987, sound attenuation sta 32db. of 0.75 ( minimum ) as per is 8225:1987, light reflectance of 85% ( minimum ) , non combustible as per bs:476 ( part 4 ) , 50 52% recycled content including fly ash, the joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fibre joint tape roll 50mm wide ( 90 metre ) roll and two coats of primer suitable for panelling as per manufacturers specification as per direction of engineer in charge all complete. with 15 mm thick fully perforated square / butt edge light weight calcium silicate panels / tiles. 12.81 providing & fixing false ceiling at all heights with grg ( glass fibre reinforced gypsum ) false ceiling tiles of size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, nrc0.50 to 0.75 as per is 8225:1987, galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. the work shall be carried out as per specifications, drawing and as per directions of the engineer in charge. 12.81.1 with semi perforated 12mm thick micro tegular edged grg false ceiling tiles. 12.81.2 with fully perforated 10mm thick square edged grg false ceiling tiles for sound proof and acoustic. 12.82 providing and fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped 387alvanized steel sections ( 387alvanized387 @ 120 grams per sqm including both side ) consisting of main ‘t’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick ( minimum ) sheet, spaced 1200 mm centre to centre, and cros‘t’, bottom exposed with 24 mm of all tsections shall be pre painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer in charge.note : only calcium silicate false ceiling area will be measured from wall to wall. no deduction shall be made for exposed frames / opening ( cut outs ) having area less than 0.30 sqm.the calcium silicate ceiling tile shall have nrc value of 0.50 ( minimum ) , light reflection > 85%, non combustible as per b.s. 476 part iv, 100% humidity resistance and also having thermal conductivity 12.83 providing and fixing upvc plank, plank size ( 340 x 2700 ) mm as per approved shade, the panel shall be laser catted end of plank fixing j trim fixed and corner edge of ceiling fixed u pvc clip same colour and providing and fixing of frame work made of special sections, power pressed from m.s. sheets and galvanized with zinc coating of 125 gms / sqm ( both side inclusive ) as per is : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate g.i. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular, j trim end clip includes in this item any other item not be paid sepratly complete in all respect as per the directions of engineer in charge. . 12.84 providing & fixing pvc ceiling system profile panel with click system interlock panel size 4000mmx340mmx1mm resistance to weather perfect finish in wood grain & solid colour maintenance free resistance to weather truly anti bacterial. with edge profile j trim on periphery & center profile t trim in panel joint complete system to be fixed on g.i. framework of ceiling section at 450 mm distance with enter section suspended by roof by g.i. angle hanger in proper line & level etc complete . product specifications: meets or exceeds the standard specification of ( astm d 4477 ) and its referenced documents. observed. ( tested at 50 lbs ) tensile strength, mpa: >37.0 tensile modulus, mpa: >2000 surface distortion: none at 120f squareness: <1 / 8” of square length: within ¼” of specification lock control: complies color change: <2 grayscales ( 16 hrs under 1200w / m2 uv radiation at 50 degrees ) 12.85 design built, supply and erection of tensile ( fabric ) structure system including designing and fabrication in m.s. steel tubular structure as per indian standard section as per approved design and shape including base plate, dash fastener, clits etc. cutting, patterning, plotting and wielding of fabric with the help of tensile structure software. fabric should be wielded by high frequency pvc wielding in proper line with pvc cader to be fixed on end of the fabric and to be stretched & fixed on m.s. design structure with the help of. m.s. flat bar with self taping screw. m.s. structure to be painted with one coat of epoxy primer with mrf pu paint of approved colour in desired shape. with 1050 gsm tensile fabric 12.85.1 with precontraint tensile membrane 1050 gsm ( 20 years warranty ) 12.85.2 with precontraint tensile membrane 1050 gsm ( 15 years warranty ) 13.1 12 mm cement plaster of mix : 13.1.1 1:4 ( 1 cement : 4 sand ) 13.1.2 1:6 ( 1 cement : 6 sand ) 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.1 1:4 ( 1 cement : 4 sand ) 13.2.2 1:6 ( 1 cement : 6 sand ) 13.3 20 mm cement plaster of mix : 13.3.1 1:4 ( 1 cement : 4 sand ) 13.3.2 1:6 ( 1 cement : 6 sand ) 13.4 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.4.1 1:3 ( 1 cement : 3 sand ) 13.4.2 1:4 ( 1 cement : 4 sand ) 13.5 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 13.5.1 1:3 ( 1 cement : 3 sand ) 13.5.2 1:4 ( 1 cement : 4 sand ) 13.6 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 sand ) finished with a top layer 6mm thick cement plaster 1:4 ( 1 cement : 4 sand ) . 13.7 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 sand ) and a top layer 6mm thick cement plaster 1:3 ( 1 cement : 3 sand ) finished rough with sponge. 13.8 6 mm cement plaster of mix : 1:3 ( 1 cement : 3 sand ) 13.9 6 mm cement plaster 1:3 ( 1 cement : 3 sand ) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of r.c.c. slabs and beams. 13.10 neat cement punning 13.11 rough cast plaster upto 10m height 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 sand ) and top layer 10mm cement plaster 1:3 ( 1 cement: 3 sand ) mixed with 10% finely grounded hydrated lime by volume of cement. finished with ordinary cement. 13.12 pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 ( 1 cement: 4 sand ) and top layer 10mm cement plaster with cement mortar 1:3 ( 1 cement: 3 sand ) mixed with 10% finely grounded hydrated lime by volume of cement. 13.13 providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 ( 1 cement: 4 sand ) , clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 ( 1 cement: 3 sand ) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and t and p including all lead, lift and scaffolding etc. complete. 13.14 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 13.15 extra for plastering 13.15.1 exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof 13.15.2 interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof 13.16 extra for plastering on circular work not exceeding 6 m in radius: 13.16.1 in one coat 13.16.2 in two coats 13.17 extra for plastering done on moulding cornices or architraves including neat finish to line and level: 13.17.1 in one coat 13.17.2 in two coats 13.18 extra for plastering spherical, groined ceiling, flewing soffits. 13.18.1 spherical ceiling 13.18.2 groined ceiling 13.18.3 flewing soffits 13.19 washed stone grit plaster on exterior walls of height upto 10 m. above ground level in two layers, under layer 12mm cement plaster 1:4 ( 1 cement : 4 sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, top layer 15mm cement plaster 1:1 / 2:2 ( 1 cement : 1 / 2 sand : 2 stone chipping 10mm 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 charge ( payment for providing grooves shall be made separately ) . 13.20 forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, 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 in charge : 13.21 extra for washed grit plaster on exterior / interior walls of height more than 10m from ground / floor level for every additional height of 3 m or part thereof. 13.22 extra for washed stone grit plaster on circular work not exceeding 6m in radius ( in two coats ) . 13.23 forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness ( not less than 2 mm ) , nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the engineer in charge. 13.24 extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. 13.25 providing and applying 12 mm thick ( average ) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite / perlite respectively conforming to is: 2547 ( part 1 and ii ) 1976, applied on hacked / uneven background such as bare brick / block / rcc work on walls and ceiling at all floors and locations, excluding in wall which may come in contact with dampness finished in smooth line and level etc. complete. 13.26 extra for addition of synthetic polyester triangular fibre of length 6mm, effective diameter 10 40 microns and specific gravity of 1.34 to 1.40 in cement plaster / mortar by using 125gms. of synthetic polyester triangular fibre for 50 kgs. cement used in cement mortar as per directions of engineer in charge. 13.27 providing and fixing mesh in vertical and horizontal junction of rcc and brick / aac work including scaffolding and all lead and lift etc. complete 13.27.1 g.i. chicken mesh as per isi specification and in the required width with 50mm long bombay nails before plastering upt 10 meter height. 13.27.2 providing and fixing fibre mesh of 145 gsm weight in required width with cement mortar before plastering upto 10m height. 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 sand ) : 13.28.1 flush band 13.28.2 sunk band 13.28.3 raised band 13.28.4 moulded band 13.29 18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 sand ) : 13. 29.1 flush band 13. 29.2 sunk band 13. 29.3 raised band 13. 29.4 moulded band 13.30 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 ( 1 cement : 5 sand ) top layer 6mm thick with cement mortar 1:4 ( 1 cement : 4 sand ) . 13.31 pointing on brick work or brick flooring with cement mortar 1:3 ( 1 cement : 3 sand ) : 13.31.1 flush / ruled / struck or weathered pointing. 13.31.2 raised and cut pointing 13.31.3 sunk pointing 13.32 pointing on stone work with cement mortar 1:3 ( 1 cement: 3 sand ) . 13.32.1 flush / ruled pointing 13.32.2 raised and cut pointing 13.33 raised and cut pointing on stone work in white cement mortar 1:3 ( 1 white cement : 3 marble dust ) 13.34 pointing on stone slab ceiling with cement mortar 1:2 ( 1 cement : 2 sand ) : flush / ruled pointing 13.35 extra for pointing on walls on the outside / inside at height more than 10 metre from ground / floor level for every additional height of 3 m or part there of. 13.36 providing and fixing broken glass in cement mortar 1.3 including cost of mortar, over compound walls. 13.37 providing and fixing writing board green writing with chalk ( regular modified polyster coated steel surface ) . of sizes. 13.37.1 size 1200mmx1800mm 13.37.2 size 1200mmx2400mm 13.37.3 size 1200mmx3000mm 13.38 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 13.39 providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. 13.40 extra for lining out plaster to imitate stone or concrete blocks walling. 13.41 providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i / c all cost of material, labour and scaffold etc in all position complete. note : putty shall be applied only on the internal walls, for application on the exterior walls prior permission of apd / chief engineer will be required. 13.42 providing and applying special putty in two coats based materials varnish, belgium chalk, turpentine oil, white paint, safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labouretc complete. 13.43 white washing with lime to give an even shade: new work ( three or more coats ) 13.44 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 with lime. 13.45 distempering with 1st quality acrylic distemper ( ready mixed ) having voc ( volatile organic compound ) content less than 50 grams / ltr of approved manufacturer, of required shade and colour complete, as per manufacturers specification. two or more coat on new work. 13.46 wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: two or more coats on new work 13.47 distempering by any mechanical or manual means 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. 13.47.1 one coat. 13.47.2 two coats. 13.48 wall painting by any mechanical or manual means with acrylic emulsion paint, 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. 13.48.1 one coat. 13.48.2 two coats. 13.49 wall painting by any mechanical or manual means with premium acrylic emulsion paint of interior grade, 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. 13.50 finishing walls by any mechanical or manual means with water proofing cement paint of required shade: new work ( two or more coats applied @ 3.84 kg / 10 sqm ) . 13.51 finishing walls by only mechanical or manual means with textured exterior paint of required shade: new work ( two or more coats applied @ 3.28 ltr / 10 sqm ) over and including priming coat of exterior primer applied @ 2.20kg / 10 sqm. 13.52 finishing walls by any mechanical or manual means with acrylic smooth exterior paint ( economy exterior ) of required shade including all scaffolding. new work ( two or more coat applied @1.67ltr / 10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre / 10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface 13.53 finishing walls by any mechanical or manual means with premium acrylic smooth exterior paint ( premium exterior ) of required shade including all scaffolding. new work ( two or more coat applied @1.67ltr / 10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre / 10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface ) 13.54 finishing walls by any mechanical or manual means with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications : 13.54.1 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 or manufacture 13.54.2 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 or manufacture. 13.54.3 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. 13.55 painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: 13.55.1 one coat 13.55.2 two coats 13.56 finishing with epoxy paint ( two or more coats ) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. 13.56.1 on steel work 13.56.2 on concrete work 13.57 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. 13.58 applying a coat of mordant solution on g.s. sheet : 13.58.1 with a solution of 38 gms of copper acetate in a litre of soft water 13.58.2 with a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft water. 13.59 painting ( two or more coats ) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work : 13.59.1 75 mm diameter pipes 13.59.2 100 mm diameter pipes 13.59.3 150 mm diameter pipes 13.60 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 approved steel primer on new work. 13.60.1 75 mm diameter pipes 13.60.2 100 mm diameter pipes 13.60.3 150 mm diameter pipes 13.61 painting with oil type wood preservative of approved brand and manufacture: new work ( two or more coats ) 13.62 providing and applying two coats of fire retardant paint on cleaned wood / ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 13.63 coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. 13.64 painting with synthetic enamel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 13.65 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 13.66 painting with synthetic enamel paint, having voc ( volatile organic compound ) content less than 150 grams / litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.66.1 one coat. 13.66.2 two coats. 13.67 applying priming coats with primer of approved brand and manufacture, having low voc ( volatile organic compound ) content. 13.67.1 with ready mixed pink or grey primer on wood work ( hard and soft wood ) having voc content less than 50 grams / litre. 13.67.2 with ready mixed red oxide zinc chromatic on steel / iron works having voc content less than 250 grams / litre. 13.67.3 with water thinnable cement primer on wall surface having voc content less than 50 grams / litre. 13.68 painting with aluminium paint of approved brand and manufacture to give an even shade. two or more coats on new work. 13.69 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. 13.70 painting with black anti corrosive bitumastic paint of approved brand and manufacture to give an even shade: two or more coats on new work. 13.71 floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade: two or more coats on new work 13.72 varnishing with varnish of approved brand and manufacture: 13.72.1 two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. 13.72.2 two or more coats glue sizing with spar varnish or an under coat of flatting varnish. 13.73 french spirit polishing: two or more coats on new works including a coat of wood filler. 13.74 polishing on wood work with ready mixed wax polish of approved brand and manufacture: new work. 13.75 lacqer polishing on door windows by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying lacqer polish with air compressor. two or more coats on new works including a coat of wood filler. 13.76 mealamine polishing on door windows by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. two or more coats on new works including a coat of wood filler. 13.77 floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. 13.78 lettering with black japan paint of approved brand and manufacture. 13.79 providing and applying flakes textured homogeneous wall finishing system consisting of a two component system of dry flakes ( 9.5kgs per / pack ) made of a special grade of heat treated china clay with rigid homopolymer coated with fade resistant pigments and a 100% acrylic polymer bonding agent ( 5kgs / pack ) applied thickness of the coating being between 0.8 1.2mm, to be applied in single coat, on a cured, smooth level plaster surface without keying, as per the shades / combinations approved, as per manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per direction / supervision of the engineers in charge inclusive of one coat of primer on the base at all heights etc all complete. 13.80 providing and applying granules homogeneous wall finishing system consisting of a two component system of dry granules ( 25 kgs / pack ) made of 92% silica particles coated with fade resistant pigments and a 100% acrylic polymer bonding agent ( 5 kgs / pack ) with the applied thickness of coating as required to be applied in single coat, on a cured. smooth level plaster surface without keying as per the shades / combinations approved. as per the manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per the directions / supervision of engineers in charge, all complete inclusive of primer on the base. 13.80.1 0.8 1.2mm thickness 13.80.2 2.0 2.5mm thickness 13.81 providing and applying roto wall finishing system being a dispersion of inorganic fillers, calcite, pure silica, quartz and broad spectrum fungicides stabilized by an acrylic co polymer, to be applied by means of customized trowels ( one for incorporating material on base and spreading and other for finishing ) in single coat with a coating thickness of 2.0 2 2.5mm on a cured smooth level plaster without keying, by the approved applicator of manufacturer, of the approved shade as per directions for usage all inclusive including primer coat on the base. 13.82 providing and plastering over aac masonary wall with polymer modified cement based readymix factory controlled mortar with self curing, eco friendly, wet premix in a mechanical mixer in thickness as specified below, and covering area of 2.04 kg per sqm / mm thickness. the bulk density of ready mix plaster may vary from 1300 to 1600 kg / cum, water powder ratio ( as per manufacture’s direction ) may vary from 18 22 % by weight or as specified by the manufacturer and compressive strength may vary from 8 9 mpa. 13.82.1 6 mm thick plaster for internal walls 13.82.2 8 mm thick plaster for external walls exposed to weather. 13.83 providing and fixing including designing and uv printing on aluminium composite material ( acm ) sheet in different sizes with 720dpi ( dot per inch ) 13.83.1 acp sheet 2mm thick 13.83.2 acp sheet 3mm thick 13.83.3 acp sheet 4mm thick 13.84 providing and fixing including designing and uv printing on pvc foam sheet of different size with 720 dpi ( dot per inch ) 13.84.1 pvc foam sheet 3.0 mm thick 13.84.2 pvc foam sheet 5.0 mm thick 13.84.3 pvc foam sheet 8.0 mm thick 13.85 finishing walls with 100% premium acrylic emulsion paint having voc less than 50 gm / litre and uv resistance as per is 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade ( company depot tinted ) with silicon additives.new work ( two or more coats applied @ 1.43 litre / 10 sqm. over and including priming coat of exterior primer applied @ 0.90 litre / 10 sqm. 13.86 providing and fixing 50 mm thick extruded polystyrene rigid insulation board ( xps ) of required size over outer wall surface, complying with astm c 578 type vi, having thermal conductivity of 0.0289 w / mk as per astm and fire retardant property as per din 4102, part 1. xps insulation of thickness 50mm shall be placed over brushed, algae free and levelled external wall by connecting the ship laps joints and fixed by the washer and self tapping screw of suitable length at each corner and at distance 75mm from the edge and bitumen shall be applied over the joints and g.i. expanded mesh ( barfi jali ) shall be fixed over xps board by a self tapping screw of suitable length at the centre of the board and 15mm pcc shall be applied over the board ( paint of suitable choice can be used ) , all as per the directions of engineer in charge. 13.87 providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with iso 4898:2008 & astm c 578 08b type vi, having thermal conductivity of 0.0289 w / m k as per astm c 578 ( measured as per is 3346 ) , compressive strength of > 350 kpa listed as per astm d 1621, density of 34 36 kg / cum as per astm d 1622, water absorption < 1% by volume as per astm d 2842, oxygen index of 24.1 to 28.1 listed as per astm d 2863, cell size 0.4 mm of dia ( max ) as per astm d 3576. fire retardant property as per din 4102, part 1 of class b2 and as per astm e84 class a, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of engineer in charge. 13.88 painting with oil type wood preservative of approved brand and manufacture: old work ( one or more coats ) 13.89 scrapping / sand papering of existing surface with the help of mechanized sanding machine ( having mechanical vaccum machine with bag for dust collection to make surface even and smooth ) as per direction of engineer in charge. 13.90 providing and applying 1 coat of triple booster primer resist dampness, efflorescence, alkali & at the same time improve top coat coverage by 15 20% @1.0 lt / 10 sqm, which confirms certfication of is 109 / 1968. it can be applied by brush / spray machine and the work shall be carried out as per secification& the direction of the engineer in charge. 13.91 finishing walls with water based anti germ paint of with voc < 50 g / l, that kills disease causing germs, teflon based washability and anti fungal properties in two or more coats @ 1.08 ltr / 10 sqm over priming coat of interior primer applied @ 1.08 ltr / 10 sqm of required shade including removing of all dust complete as per direction of engineer in charge and submission of challans of materials on enquiry. 13.92 providing and applying in two coats of 250 micron thick each layer of epoxy coating on prepared surface ( cost includes preparing the plastered surface smooth ready to receive epoxy coating ) for operation theater walls in desired colour as per direction of engineer in charge . 14.1 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : with cement mortar 1:4 ( 1 cement : 4 sand ) . 14.2 fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) , painting two coats of approved wood preservative 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 meters lead : 14.2.1 door chowkhats 14.2.2 window chowkhats 14.2.3 clerestory window chowkhats 14.3 fixing chowkhat in existing opening in brick / rcc wall with dash fasteners / chemical fastener of appropriate size ( 3nos on each vertical member of door chowkhat and 2 nos. on each vertical member of window chowkhats ) including cost of dash fasteners / chemical fastener. 14.4 making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i / c disposal of mulba / rubbish as directed by engineer in charge. for door / window / clerestory window. 14.5 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.1 float glass panes of thickness 4 mm 14.5.2 float glass panes of thickness 5.5 mm 14.6 renewing glass panes with now wooden fillets wherever necessary: 14.6.1 float glass panes of thickness 4 mm 14.6.2 float glass panes of thickness 5.5 mm 14.7 renewing glass panes and refixing existing wooden fillets: 14.7.1 float glass panes of thickness 4 mm 14.7.2 float glass panes of thickness 5.5 mm 14.8 supplying and fixing new wooden fillets wherever necessary: 14.8.1 2nd class teak wood fillets 14.8.2 haldu / bija / kail wood fillets. 14.9 renewal of old putty of glass panes ( length ) . 14.10 refixing old glass panes with putty and nails. 14.11 fixing old glass panes with wooden fillets ( excluding cost of fillets ) . 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, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 14.13 replacing sand stone slabs in roofing laid in cement mortar 1:4 ( 1 cement : 4 sand ) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead : 14.13.1 red / white sand stone slabs 30 to 50 mm thick. 14.14 renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.14.1 sal wood battens. 14.15 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 rubbish to the dumping ground within 50 metres lead : 14.15.1 not exceeding 4.00 metres in length. 14.15.1.1 sal wood beams 14.15.1.2 haldu / bija / kail wood fillets. 14.15.2 above 4.00 metres and upto 5.00 metres length. 14.15.2.1 sal wood beams 14.15.2.2 haldu / bija / kail wood fillets. 14.16 raking out joints in lime or cement mortar and preparing the surface for re pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. 14.17 taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. 14.18 fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand and manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. 14.19 renewing bottom rail and / or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. 14.20 renewing wrought iron or m.s. wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts / welding and erection etc. complete. 14.20.1 wheel 50 mm dia. and below. 14.20.2 wheel above 50 mm dia. 14.21 providing and fixing 25 mm thick shutters for cupboard etc. : 14.21.1 panelled or panelled and glazed shutters : 14.21.1.1 superior class teak wood including nickel plated bright finished m.s. piano hinges with necessary screws. 14.21.1.2 ist class teak wood including nickel plated bright finished m.s. piano hinges with necessary screws. 14.21.2 glazed shutters : 14.21.2.1 superior class teak wood including nickel plated bright finished m.s. piano hinges with necessary screws. 14.21.2.2 ist class teak wood including nickel plated bright finished m.s. piano hinges with necessary screws. 14.22 providing and fixing plain jaffri door and window shutters including bright or / and black enamelled m.s. butt hinges with necessary screws 35x10mm laths placed 35mm apart ( frames to be paid separately ) including fixing 50x12mm beading complete with: 14.22.1 second class teak wood. 14.22.2 hard wood, finger jointed 14.23 providing and fixing curtain rods of 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.23.1 20 mm diameter. 14.23.2 25 mm diameter. 14.24 providing and fixing m.s. round or square bars with m.s. flats at required spacing in wooden frames of windows and clerestory windows. 14.25 providing joists ( karries ) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: 14.25.1 sal wood. 14.25.2 haldu / bija / kail wood. 14.26 white washing with lime old work to give an even shade : 14.26.1 two or more coats 14.26.2 one or more coats 14.27 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 14.28 distempering with dry distemper of approved brand and manufacture ( one or more coats ) and of required shade on old work to give an even shade. 14.29 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: old work ( one or more coats ) . 14.30 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 14.31 painting on g.s. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: old work ( one or more coats ) . 14.32 painting ( one or more coats ) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 14.32.1 75 mm diameter pipes 14.32.2 100 mm diameter pipes 14.32.3 150 mm diameter pipes 14.33 painting ( one or more coats ) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture on old work : 14.33.1 75 mm diameter pipes 14.33.2 100 mm diameter pipes 14.33.3 150 mm diameter pipes 14.34 painting ( one 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 on old work : 14.34.1 75 mm diameter pipes 14.34.2 100 mm diameter pipes 14.34.3 150 mm diameter pipes 14.35 painting with oil type wood preservative of approved brand and manufacture: old work ( one or more coats ) 14.36 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: one or more coats on old work. 14.37 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: one or more coats on old work. 14.38 painting with aluminium paint of approved brand and manufacture to give an even shade: one or more coats on old work. 14.39 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. 14.40 painting with black anti corrosive bitumastic paint of approved brand and manufacture to give an even shade: one or more coats on old work. 14.41 french spirit polishing: one or more coats on old work. 14.42 mealamine polishing on wood work by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. one or more coats on old work. 14.43 lacquer polishing on wood work by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying lacquer polish with air compressor 14.43.1 one or more coats on old work. 14.44 polishing on wood work with readymade wax polish of approved brand and manufacture : 14.44.1 old work 14.45 re lettering with black japan paint of approved brand and manufacture. 14.46 painting ( one or more coats ) with black japan paint of approved brand and manufacture to give an even shade. 14.47 providing and fixing c.p. brass chain and rubber plug complete for sink or wash basin : 14.47.1 32 mm dia 14.47.2 40 mm dia 14.48 distempering with 1st quality acrylic washable distemper ( ready mixed ) of approved manufacturer and of required shade and colour complete. as per manufacturers specification. one or more coats on old work. 14.49 finishing walls with water proofing cement paint of required shade : 14.49.1 old work ( one or more coats applied @ 2.20 kg / 10 sqm ) over priming coat of primer applied @ 0.80 liters / 10 sqm complete including cost of priming coat. 14.49.2 old work ( one or more coats @ 2.20 kg / 10 sqm ) complete. 14.50 finishing walls with textured exterior paint of required shade : 14.50.1 old work ( two or more coats on existing cement paint surface applied @ 3.28 ltr / 10 sqm. 14.50.2 old work ( one or more coats ) applied @ 1.82 ltr / 10 sqm. 14.51 finishing walls with acrylic smooth exterior paint of required shade : 14.51.1 old work ( two or more coat applied @ 1.67 ltr / 10 sqm ) on existing cement paint surface ) . 14.51.2 old work ( one or more coat applied @ 0.90 ltr / 10 sqm ) . 14.52 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 14.52.1 old work ( two or more coats applied @ 1.43 ltr / 10 sqm ) over existing cement paint surface. 14.52.2 old work ( one or more coats applied @ 0.83 ltr / 10 sqm ) . 14.53 finishing walls with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications : 14.53.1 one or more coats applied on walls @ 0.85 ltr / 10 sqm. 14.53.2 painting wood work with deluxe multi surface paint of required shade. one or more coat applied @0.70 ltr / 10 sqm 14.53.3 painting steel work with deluxe multi surface paint to give an even shade. one or more coat applied @0.70 ltr / 10 sqm. 14.54 varnishing with varnish of approved brand and manufacture: 14.54.1 one or more coats with copal varnish. 14.54.2 one or more coats with spar varnish. 14.55 melamine polishing on wood work ( one or more coat ) . old work 14.56 varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 14.57 floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade. one or more coat on old work. 14.58 40 mm thick stone flooring over 20 mm ( average ) thick base of cement mortar 1:5 ( 1 cement : 5 sand ) including pointing with cement mortar 1:2 ( 1 cement : 2 sand ) with an admixture of pigment to match the shade of stone. red sand stone / white sand stone ) stone to be supplied by the department. 14.58.1 rough chiseled dressed stone 14.58.2 fine dressed stone 14.59 coursed rubble masonry ( second sort ) with hard stone in cement mortar 1:6 ( 1 cement : 6 sand ) ( stone shall be supplied by the department ) 14.60 laying old cement concrete interlocking paver blocks of any design / shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with sand etc. all complete as per the direction of engineer in charge. ( old cc paver blocks shall be supplied by the department free of cost ) . 14.61 laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1 cement: 3 sand ) including making joints with or without grooves ( thickness of joints, except at sharp curve, shall not be more than 5mm ) including making drainage opening wherever required etc. complete as per direction of engineer in charge. ( length of finished kerb edging shall be measured for payment ) . ( old kerb stones shall be supplied by the department free of cost ) . 14.62 colour washing with lime to give an even shade: 14.62.1 ( one or more coats ) 14.62.2 ( two or more coats ) 14.63 conducting adequate nos. of scanning to detect the steel reinforcement in existing rcc elements by using ground / wall penetrating radar system to avoid the cutting of main bars during drilling for inserting bolts etc. complete. 14.64 chipping, removing, carefully loose plaster and concrete work by low impact hammer, breaker without damaging the structure as instructed by engineer in charge. 14.70 rebaring of tmt bars by drilling hole & embedding bars of different diameter using epoxy grouting compound including all tools and tackles complete. 14.70.1 8 mm dia bar 10 mm dia hole 14.70.2 10 mm dia bar 12 mm dia hole 14.70.3 12 mm dia bar 16 mm dia hole 14.70.4 16 mm dia bar 20 mm dia hole 14.70.5 20 mm dia bar 25 mm dia hole 14.70.6 25 mm dia bar 32 mm dia hole 14.70.7 32 mm dia bar 40 mm dia hole 14.71 providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 14.71.1 125x70x4 mm ( ordinary type ) 14.71.2 100x70x4 mm ( ordinary type ) 14.71.3 75x65x4 mm ( heavy type ) 14.71.4 75x40x2.5 mm ( ordinary type ) 14.71.5 50x40x2.5 mm ( ordinary type ) 14.72 providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. 14.73 repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of engineer in charge. 14.74 cleaning of terrace / loft water storage tank ( inside surface area ) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of f tank body with the help of stencil and paint and disposing of malba all complete as per direction of engineer in charge. ( the old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ rs. 0.10 per litre ) ( if during cleaning any gi fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account ) 14.75 cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of engineer incharge. 14.77 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer in charge. 14.77.1 bars upto 12 mm diameter 14.77.2 bars above 12 mm diameter 14.78 drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in rcc beams, lintels, columns and slabs to introduce steel bars for sunshades / balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of engineer in charge. 14.78.1 upto and including 12mm dia 14.83 providing and injecting approved grout in proportion recommended by the manufacturer into cracks / honey comb area of concrete / masonry by suitable gun / pump at required pressure including cutting of nipples after curing etc. complete as per directions of engineer in charge. ( the payment shall be made on the basis of actual weight of approved grout injected. ) 14.83.1 stirrer mixed acrylic polymer of approved make @ 2% of weight of cement used ) modified cement slurry made with non shrink compound in concrete / rcc work 14.83.2 stirrer mixed sbr polymer ( of approved make ) modified cement slurry made with shrinkage compensating cement in concrete / rcc work. 14.83.3 epoxy injection grout in concrete / rcc work of approved make 14.85 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 14.88 providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer incharge. 15.1 demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of engineer in charge. 15.2 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 15.2.1 nominal concrete 1:3:6 or richer mix ( i / c equivalent design mix ) . 15.2.2 nominal concrete 1:4:8 or leaner mix ( i / c equivalent design mix ) . 15.3 demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. 15.4 extra for cutting reinforcement bars manually / by mechanical means in r.c.c. work ( payment shall be made on the cross sectional area of r.c.c. work ) as per direction of engineer in charge. 15.5 extra for scrapping, cleaning and straightening reinforcement from r.c.c. work. 15.6 demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. 15.6.1 in lime mortar with old mughal bricks. 15.6.2 in lime mortar. 15.6.3 in cement mortar. 15.7 removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) : 15.7.1 from brick work in lime mortar. 15.7.2 from brick work in cement mortar. 15.8 demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge: 15.8.1 in lime mortar. 15.8.2 in cement mortar. 15.9 dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge: 15.9.1 in lime mortar. 15.9.2 in cement mortar. 15.10 removing mortar from and cleaning stones and concrete articles ( net quantity of stacks of cleaned materials will be measured ) : 15.10.1 in lime mortar. 15.10.2 in cement mortar. 15.11 dismantling tile / kota stone / marble / granite work in floors / walls and roofs laid in cement mortar including stacking material within 50 metres lead. 15.11.1 for thickness of tiles 10 mm to 25 mm. 15.11.2 for thickness of tiles above 25 mm and upto 40 mm. 15.12 dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 15.13 taking out existing cc interlocking paver blocks from footpath / central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer in charge. 15.14 dismantling doors, windows and clerestory windows ( steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.14.1 of area 3 sq. metres and below. 15.14.2 of area beyond 3 sq. metres. 15.15 taking out doors, windows and clerestory window shutters ( steel or wood ) including stacking within 50 metres lead: 15.15.1 of area 3 sq. metres and below. 15.15.2 of area beyond 3 sq. metres. 15.16 dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: 15.16.1 of sectional area below 40 square centimetres. 15.16.2 of sectional area 40 square centimetres and above. 15.17 extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : 15.17.1 of sectional area below 40 square centimetres. 15.17.2 of sectional area 40 square centimetres and above. 15.18 extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : 15.18.2 of sectional area below 40 square centimetres. 15.18.1 of sectional area 40 square centimetres and above. 15.19 dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.19.1 r.s. joists 15.19.2 channels, angles, tees and flats 15.20 dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. 15.21 dismantling steel work manually / by mechanical means in built up sections with span upto 10 meter and hieght 5 meter without dismembering and stacking within 50 metres lead as per direction of engineer in charge. 15.22 extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres 15.23 extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. 15.24 extra for marking of structural steel work required to be re erected. 15.25 removal of old tarfelt i / c disposal as directed by engineer in charge. 15.26 demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 15.27 dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: 15.27.1 g.s. sheet 15.27.2 asbestos / non asbestors sheet 15.28 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 material and disposal of unserviceable material within 50 metres lead. 15.29 dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 15.30 dismantling wooden ballies in posts and struts including stacking within 50 metres lead. 15.31 dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 15.31.1 t’ or ‘l’ iron or pipe 15.31.2 r.c.c. 15.32 cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. 15.33 dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 15.34 dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. 15.35 dismantling expanded metal or i.r.c. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. 15.36 dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : 15.36.1 upto 10 mm thick 15.36.2 thickness above 10 mm upto 25 mm 15.36.3 thickness above 25 mm upto 40 mm 15.37 dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: 15.37.1 thickness upto 40 mm 15.37.2 thickness above 40 mm upto 75 mm 15.38 dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 15.39 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 15.39.1 75 to 80 mm dia pipe. 15.39.2 100 mm dia pipe 15.39.3 150 mm dia pipe 15.40 dismantling g.i. pipes ( external work ) including excavation and refilling trenches after taking out the pipes manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer in charge : 15.40.1 15 mm to 40 mm nominal bore 15.40.2 above 40 mm nominal bore 15.41 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes manually / by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 metre lead as per direction of engineer in charge: 15.41.1 upto 150 mm diameter 15.41.2 above 150 mm dia upto 300 mm dia. 15.41.3 above 300 mm diameter 15.42 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually / by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer in charge. 15.43 taking out c.i. cover with frame from r.c.c. top slab of inspection chambers of various sizes including demolishing of r.c.c. work manually / by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer in charge. 15.44 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 15.45 dismantling of flushing cistern of all types ( c.i. / pvc / vitrious china ) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 15.46 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 15.46.1 upto 150 mm diameter 15.46.2 above 150 mm diameter 15.47 dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 15.48 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 15.49 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 meters lead as directed by engineer in charge. 15.50 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: 15.50.1 100 mm diameter 15.50.2 150 mm diameter 15.50.3 200 mm diameter 15.50.4 250 mm diameter 15.50.5 300 mm diameter 15.50.6 350 mm diameter 15.50.7 400 mm diameter 15.50.8 440 mm diameter 15.51 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 : 15.51.1 rectangular manhole 90x80 cm and 45 cm deep 15.51.2 rectangular manhole 120x90 cm and 90 cm deep. 15.51.3 rectangular arch type manhole 140x90cm and 2.45m deep. 15.51.4 circular manhole 122 cm diameter and 1.68 m deep 15.52 extra for depth of manholes dismantled: 15.52.1 rectangular manhole 90x80 cm and beyond 45 cm depth. 15.52.2 rectangular manhole 120x90 cm and beyond 90 cm depth. 15.52.3 rectangular arch type manhole 140x90 cm and beyond 2.45m deep ( upto 4.25 m depth ) . 15.52.4 circular manhole 122 cm diameter and beyond 1.68 m deep ( upto 2.29 m depth ) . 15.53 taking out existing kerb stones of all types from footpath / central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of engineer in charge. 15.54 demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : 15.55 demolishing mud phaska in terracing and disposal of material within 50 metres lead. 15.56 dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 15.57 demolishing r.b. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. 15.58 dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge : 15.58.1 water bound macadam road 15.58.2 bituminous road 15.59 dismantling steel cylinder r.c. pipes including excavation and refilling trenches after taking out the pipes, manually / by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of engineer in charge : 15.59.1 up to 600 mm diameter 15.59.2 above 600 mm diameter 15.60 dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually / by mechanical means and stacking the pipes within 50 metres lead as per direction of engineer in charge 15.60.1 up to 150 mm diameter 15.60.2 above 150 mm diameter 15.61 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. 15.62 dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead: 15.62.1 120 x 120 cm ( outside to outside ) 15.62.2 210 x 120 cm ( outside to outside ) 15.63 dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of engineer in charge. 15.64 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer in charge, beyond 50 m initial lead, for all leads including all lifts involved. 17.1 providing and fixing water closet squatting pan ( indian type w.c. pan ) with 100mm sand cast iron p or s trap, upvc p or s trap, 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 : 17.1.1 white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests. 17.1.2 stainless steel aisi 304 ( 18 / 8 ) orissa pattern w.c. pan of size 585x480 mm with flush pipe and integrated type foot rests. 17.2 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 : 17.2.1 w.c. pan with isi marked white solid plastic seat and lid 17.2.2 w.c. pan with isi marked black solid plastic seat and lid 17.2.3 providing and fixing aisi 304 ( 18 / 8 ) european type wc instead of white vitreous china pedestal type water closet. 17.3 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 and c.p. flush bend with fittings and c.i.brackets, 40mm 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 : 17.3.1 w.c. pan with isi marked white solid plastic seat and lid. 17.3.2 w.c. pan with isi marked black solid plastic seat and lid. 17.4 providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or european type water closet ( anglo indian w.c pan ) with seat and lid fixed with c.p. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20mm 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 10 liter low level flushing cistern i / c c.p. flush bend. 17.5 providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) , including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 17.6 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm 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 : 17.6.1 one urinal basin with 5 litre white p.v.c. automatic flushing cistern. 17.6.2 range of two urinal basins with 5 litre white p.v.c. automatic flushing cistern. 17.6.3 range of three urinal basins with 10 litre white p.v.c. automatic flushing cistern. 17.6.4 range of four urinal basins with 10 litre white p.v.c. automatic flushing cistern. 17.7 providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white pvc automatic flushing cistern, with fittings, standard size c.p. brass flush 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 require 17.7.1 single half stall urinal with 5 litre p.v.c. automatic flushing cistern. 17.7.2 range of two half stall urinals with 5 litre p.v.c. automatic flushing cistern. 17.7.3 range of three half stall urinals with 10 litre p.v.c. automatic flushing cistern. 17.7.4 range of four half stall urinals with 10 litre p.v.c. automatic flushing cistern. 17.8 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. / pvc flush 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 : 17.8.1 single squatting plate with 5 litre p.v.c. automatic flushing cistern. 17.8.2 range of two squatting plates with 5 litre p.v.c. automatic flushing cistern. 17.8.3 range of three squatting plates with 10 litre p.v.c. automatic flushing cistern. 17.8.4 range of four squatting plates with 10 litre p.v.c. automatic flushing cistern. 17.9 providing and fixing white vitreous china water less urinal of size 600x330x315 mm having antibacterial / germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. 17.10 providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water ( 250 ml and 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. 17.11 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 : 17.11.1 white vitreous china wash basin size 630x450 mm with a pair of 15 mm c.p. brass pillar taps. 17.11.2 white vitreous china wash basin size 630x450 mm with a single 15 mm c.p. brass pillar tap. 17.11.3 white vitreous china wash basin size 550x400 mm with a pair of 15 mm c.p. brass pillar taps. 17.11.4 white vitreous china flat back wash basin size 550x400 mm with single 15 mm c.p. brass pillar tap. 17.11.5 white vitreous china angle back wash basin size 600x480 mm with single 15 mm c.p. brass pillar tap. 17.11.6 white vitreous china angle back wash basin size 400x400 mm with single 15 mm c.p. brass pillar tap. 17.11.7 white vitreous china flat back wash basin size 450x300 mm with single 15 mm c.p. brass pillar tap. 17.11.8 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 lever isi marked. 17.11.9 white vitreous china surgeon type wash basin of size 660x460 mm with single 15 mm c.p. brass pillar taps with elbow operated levers isi marked. 17.11.10 oval shape wash basin over counter / under counter with 15 mm c.p brass pillar tap ( counter to be paid sepratly ) . 17.11.11 stainless steel aisi 304 ( 18 / 8 ) round basin 405x355 mm with single 15 mm c.p. brass pillar tap 17.11.12 stainless steel aisi 304 ( 18 / 8 ) wash basin 530x345 mm with single 15 mm c.p. brass pillar tap. 17.12 providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 17.13 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. 17.14 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 : 17.14.1 kitchen sink with drain board 17.14.1.1 510x1040 mm bowl depth 250mm. 17.14.1.2 510x1040 mm bowl depth 225mm. 17.14.1.3 510x1040 mm bowl depth 200mm. 17.14.1.4 510x1040 mm bowl depth 178mm. 17.14.2 kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm. 17.14.2.2 610x460 mm bowl depth 200 mm. 17.14.2.3 470x420 mm bowl depth 178 mm. 17.15 providing and fixing white vitreous china laboratory sink with c.i. brackets, c.p. brass chain with rubber plug 40mm 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 : 17.15.1 size450x300x150mm 17.15.2 size600x450x200mm 17.16 providing and fixing white glazed fire clay draining board of size 600x450x25mm with c.i. brackets including painting of brackets, cutting and making good the walls wherever required. 17.17 providing and fixing white vitreous china water closet squatting pan ( indian type ) 17.17.1 long pattern w.c. pan of size 580 mm 17.17.2 orissa pattern w.c. pan of size 580x440 mm 17.18 extra for using coloured w.c. pan instead of white w.c. pan orissa pattern w.c. pan 580x440 mm 17.19 providing and fixing white vitreous china pedestal type ( european type / wash down type ) water closet pan. 17.20 extra for using coloured pedestal type w.c pan ( european type ) with low level cistern of same colour instead of white vitreous china w.c pan and cistern. 17.21 providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 17.21.1 250x130x30 mm 17.21.2 250x125x25 mm 17.22 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 17.22.1 white 17.22.2 coloured 17.23 providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre ( full flush capacity ) 17.23.1 white 17.23.2 coloured 17.24 providing and fixing solid plastic seat with lid for pedestal type w.c. pan complete : 17.24.1 white 17.24.2 black 17.24.3 coloured ( other than black and white ) 17.25 providing and fixing g.i. inlet connection for flush pipe connecting with w.c. pan. 17.26 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively. 17.27 providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm. 17.28 providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 17.29 providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 17.29.1 flat back wash basin of size 630x450mm. 17.29.2 flat back wash basin of size 550x400mm. 17.29.3 angle back wash basin of size 600x480mm. 17.29.4 angle back wash basin of size 400x400mm. 17.29.5 flat back wash basin of size 450x300mm. 17.29.6 surgeon type wash basin of size 660x460mm. 17.30 providing and fixing kitchen sink including making all connections excluding cost of fittings. white glazed fire clay sink of size 600x450x250mm. 17.31 providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: 17.31.1 size 450x300x150 mm. 17.31.2 size 600x450x200 mm. 17.32 providing and fixing soil, waste and vent pipes: 17.32.1 sand cast iron socket and spigot ( s&s ) pipe as per is: 1729 17.32.1.1 75 mm dia with wall thickness of 5 mm 17.32.1.2 100 mm dia with wall thickness of 5 mm 17.32.2 spun cast iron socket and spigot ( s&s ) pipe as per is: 3989 17.32.2.1 75 mm dia with wall thickness of 3.5 mm 17.32.2.2 100 mm dia with wall thickness of 4 mm 17.32.2.3 150mm dia with wall thickness of 5mm 17.32.3 hubless centrifugally cast ( spun ) iron pipe epoxy coated in side & out side including complete coupling assembly ( epdm rubber gasket stainless steel claim and external metallic / protective shield as per is:15905 ) 17.32.3.1 75 mm dia with wall thickness of 3.5 mm 17.32.3.2 100 mm dia with wall thickness of 3.5mm 17.32.3.3 150mm dia with wall thickness of 4 mm 17.33 providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement : 2 sand ) in s.c.i. / c.i. pipes : 17.33.1 75 mm dia pipe 17.33.2 100 mm dia pipe 17.34 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 10x10x10cm of cement concrete 1:2:4 mix ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc. : 17.34.1 for 75 mm dia pipe 17.34.2 for 100 mm dia pipe 17.34.3 for 150 mm dia pipe 17.35 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.35.1 150 mm dia 17.35.1.1 sand cast iron as per is – 1729 minimum wall thickness 6.5mm 17.35.1.2 spun cast iron as per is – 3989 minimum wall thickness 5 mm 17.35.1.3 hubless cast ( spun ) iron as per is 15905 minimum wall thickness 3.5 mm 17.35.2 100 mm dia 17.35.2.1 sand cast iron as per is – 1729 minimum wall thickness 6.5mm 17.35.2.2 spun cast iron as per is – 3989 minimum wall thickness 4 mm 17.35.2.3 hubless cast ( spun ) iron as per is 15905 minimum wall thickness 3 mm 17.35.3 75 mm dia 17.35.3.1 sand cast iron as per is – 1729 minimum wall thickness 6.5 mm 17.35.3.2 spun cast iron as per is – 3989 minimum wall thickness 3.5 mm 17.35.3.3 hubless cast ( spun ) iron as per is 15905 minimum wall thickness 3 mm 17.36 providing and fixing plain bend of required degree. 17.36.1 150 mm dia 17.36.1.1 sand cast iron as per is – 1729 minimum wall thickness 6.5mm 17.36.1.2 spun cast iron as per is – 3989 minimum wall thickness 5 mm 17.36.1.3 hubless cast ( spun ) iron as per is 15905 minimum wall thickness 3.5 mm 17.36.2 100 mm dia 17.36.2.1 sand cast iron as per is – 1729 minimum wall thickness 6.5mm 17.36.2.2 spun cast iron as per is – 3989 minimum wall thickness 4 mm 17.36.2.3 hubless cast ( spun ) iron as per is 15905 minimum wall thickness 3 mm 17.36.3 75 mm dia 17.36.3.1 sand cast iron as per is – 1729 minimum wall thickness 6.5mm 17.36.3.2 spun cast iron as per is – 3989 minimum wall thickness 3.5 mm 17.36.3.3 hubless cast ( spun ) iron as per is 15905 minimum wall thickness 3 mm 17.37 providing and fixing heel rest sanitary bend 17.37.1 100 mm dia 17.37.1.1 sand cast iron as per is 1729 17.37.1.2 spun cast iron as per is 3989 17.37.2 75 mm dia 17.37.2.1 sand cast iron as per is 1729 17.37.2.2 spun cast iron as per is 3989 17.38 providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.38.1.1 150x150x150x150 17.38.1.2 sand cast iron as per is 3989 17.38.2 100x100x100x100mm 17.38.2.1 sand cast iron as per is 1729 17.38.2.2 spun cast iron as per is 3989 17.38.3 75x75x75x75mm 17.38.3.1 sand cast iron as per is 1729 17.38.3.2 spun cast iron as per is 3989 17.39 providing and fixing double equal plain junction of required degree. 17.39.1 150x150x150x150 mm 17.39.1.1 sand cast iron as per is 3989 17.39.2 100x100x100x100mm 17.39.2.1 sand cast iron as per is – 1729 17.39.2.2 spun cast iron as per is – 3989 17.39.2.3 hubless cast ( spun ) iron as per is 15905 17.39.3 75x75x75x75 mm 17.39.3.1 sand cast iron as per is – 1729 17.39.3.2 spun cast iron as per is – 3989 17.39.3.3 hubless cast ( spun ) iron as per is 15905 17.40 providing and fixing single equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.40.1 150x150x150 mm 17.40.1.1 spun cast iron as per is 3989 17.40.2 100x100x100 mm 17.40.2.1 sand cast iron as per is 1729 17.40.2.2 spun cast iron as per is 3989 17.40.3 75x75x75 mm 17.40.3.1 sand cast iron as per is 1729 17.40.3.2 spun cast iron as per is 3989 17.41 providing and fixing single equal plain junction of required degree : 17.41.1 150x150x150 mm 17.41.1.1 spun cast iron as per is 3989 17.41.2 100x100x100 mm 17.41.2.1 sand cast iron as per is – 1729 17.41.2.2 spun cast iron as per is – 3989 17.41.2.3 hubless cast ( spun ) iron as per is 15905 17.41.3 75x75x75 mm 17.41.3.1 sand cast iron as per is – 1729 17.41.3.2 spun cast iron as per is – 3989 17.41.3.3 hubless cast ( spun ) iron as per is 15905 17.42 providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75x75 mm 17.42.1 sand cast iron as per is 1729 17.42.2 spun cast iron as per is 3989 17.43 providing and fixing double unequal plain junction of required degree: 100x100x75x75 mm 17.43.1.1 sand cast iron as per is – 1729 17.43.1.2 spun cast iron as per is – 3989 17.43.1.3 hubless cast ( spun ) iron as per is 15905 17.44 providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm 17.44.1 sand cast iron as per is 1729 17.44.2 spun cast iron as per is 3989 17.45 providing and fixing single unequal plain junction of required degree : 100x100x75 mm 17.45.1 sand cast iron as per is – 1729 17.45.2 spun cast iron as per is – 3989 17.45.3 hubless cast ( spun ) iron as per is 15905 17.46 providing and fixing double equal plain invert branch of required degree: 17.46.1 100x100x100x100 mm 17.46.1.1 sand cast iron as per is 1729 17.46.1.2 sand cast iron as per is 3989 17.46.1.3 hubless cast ( spun ) iron as per is 15905 17.46.2 75x75x75x75 mm 17.46.2.1 sand cast iron as per is 1729 17.46.2.2 spun cast iron as per is 3989 17.47 providing and fixing single equal plain invert branch of required degree: 17.47.1 100x100x100 mm 17.47.1.1 sand cast iron as per is 1729 17.47.1.2 sand cast iron as per is 3989 17.47.1.3 hubless cast ( spun ) iron as per is 15905 17.47.2 75x75x75 mm 17.47.2.1 sand cast iron as per is 1729 17.47.2.2 sand cast iron as per is 3989 17.47.2.3 hubless cast ( spun ) iron as per is 15905 17.48 providing and fixing double unequal invert branch of required degree : 100x100x75x75 mm 17.48.1 sand cast iron as per is 1729 17.48.2 spun cast iron as per is 3989 17.49 providing and fixing single unequal plain invert branch of required degree : 100x100x75 mm 17.49.1 sand cast iron as per is 1729 17.49.2 spun cast iron as per is 3989 17.49.3 hubless cast ( spun ) iron as per is 15905 minimum wall thickness 17.50 providing and fixing sand cast iron s&s off sets as per is: 1729 17.50.1 76 mm off sets 17.50.1.1 with 75 mm dia pipe 17.50.1.2 with 100 mm dia pipe 17.50.2 114 mm off sets 17.50.2.1 with 75 mm dia pipe 17.50.2.2 with 100 mm dia pipe 17.50.3 152 mm off sets 17.50.3.1 with 75 mm dia pipe 17.50.3.2 with 100 mm dia pipe 17.51 providing and fixing sand cast iron s&s off sets as per is: 3989. 17.51.1 75 mm off sets 17.51.1.1 with 75 mm dia pipe 17.51.1.2 with 100 mm dia pipe 17.51.1.3 with 150 mm dia pipe 17.51.2 150 mm off sets 17.51.2.1 with 75 mm dia pipe 17.51.2.2 with 100 mm dia pipe 17.51.2.3 with 150 mm dia pipe 17.52 providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete : 17.52.1 100 mm 17.52.1.1 sand cast iron as per is 1729 17.52.1.2 spun cast iron as per is 3989 17.52.2 75 mm 17.52.2.1 sand cast iron as per is 1729 17.52.2.2 spun cast iron as per is 3989 17.53 providing and fixing terminal guard: 17.53.1 150mm 17.53.1.1 sand cast iron as per is 1729 17.53.1.2 spun cast iron as per is 3989 17.53.1.3 hubless cast ( spun ) iron as per is 15905 17.53.2 100 mm 17.53.2.1 sand cast iron as per is 1729 17.53.2.2 spun cast iron as per is 3989 17.35.2.3 hubless cast ( spun ) iron as per is 15905 17.53.3 75 mm 17.53.3.1 sand cast iron as per is 1729 17.53.3.2 spun cast iron as per is 3989 17.53.3.3 hubless cast ( spun ) iron as per is 15905 17.54 providing and fixing collar: 17.54.1 100 mm 17.54.1.1 sand cast iron s & s as per is 1729 17.54.1.2 sand cast iron s & s as per is 3989 17.54.2 75 mm 17.54.2.1 sand cast iron s & s as per is 1729 17.54.2.2 sand cast iron s & s as per is 3989 17.55 providing lead caulked joints to sand cast iron / centrifugally cast ( spun ) iron pipes and fittings of diameter: 17.55.1 150mm 17.55.2 100 mm 17.55.3 75 mm 17.56 providing and fixing m.s. stays and clamps for sand cast iron / centrifugally cast ( spun ) iron pipes of diameter : 17.56.1 100 mm dia 17.56.2 75 mm dia 17.57 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 : 17.57.1 100 mm inlet and 100 mm outlet 17.57.1.1 spun cast iron s & s as per is: 3989. 17.57.1.2 sand cast iron s & s as per is: 1729. 17.57.1.3 hubless cast ( spun ) iron as per is 15905 17.57.2 100 mm inlet and 75 mm outlet 17.57.2.1 sand cast iron s & s as per is 3989 17.57.2.2 spun cast iron s & s as per is 1729. 17.57.2.3 hubless cast ( spun ) iron as per is 15905 17.58 providing and fixing unplasticised rigid pvc soil and waste pipes conforming to is: 13592 type b including jointing with seal ring conforming to is : 5382 leaving 10 mm gap for thermal expansion. single socketed pipes for working pressure of 4 kg / sqcm. ( minimum wall thickness 3.2mm ) 17.58.1 75 mm diameter 17.58.2 110 mm diameter 17.59 providing and fixing unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc soil and waste pipes conforming to is: 13592 type a including jointing with seal ring conforming to is : 5382 leaving 10 mm gap for thermal expansion. 17.59.1 coupler 17.59.1.1 75 mm 17.59.1.2 110 mm 17.59.2 single pushfit coupler 17.59.2.1 75 mm 17.59.2.2 110 mm 17.59.3 single tee with door 17.59.3.1 75x75x75 mm 17.59.3.2 110x110x110 mm 17.59.4 single tee without door 17.59.4.1 75x75x75 mm 17.59.4.2 110x110x110 mm 17.59.5 bend 87.50 17.59.5.1 75 mm bend 17.59.5.2 110 mm bend 17.60 providing and fixing unplasticised pvc pipe clips of approved design to unplasticised pvc soil and waste pipes by means of bombay nail of required length including and making good the wall etc. complete. 17.60.1 75 mm 17.60.2 110 mm 17.61 providing and fixing upvc trap of self cleaning design complete. including cost of cutting and making good the wall and floors. 100 mm inlet and 75 mm outlet 17.62 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 50x5mm flat of specified shape, projecting 75mm 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 30mm x1.6mm galvanised m.s. flats of specified shape and of total length 420mm and shall be fixed with m.s. nuts, bolts, and washers of size 25x6mm, one bolts on each side of the pipe. 17.62.1 total bracket length 580mm of approved shape and design ( for single, 100mm dia pipe ) . 17.62.2 total bracket length 810mm of approved shape and design ( for two, 100mm dia pipes ) . 17.62.3 total bracket length 1040mm of approved shape and design ( for three, 100mm dia pipes ) . 17.63 cutting chases in brick masonry walls ( clay brick / flyash brick / aac blocks ) 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 sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4 ( 1 cement : 4 sand ) : 17.63.1 100 mm dia 17.63.2 75 mm dia 17.63.3 50 mm dia 17.64 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. 17.64.1 semi rigid pipe 17.64.1.1 32 mm dia 17.64.1.2 40 mm dia 17.64.2 flexible pipe ( only in residential & complaxes ) 17.64.2.1 32 mm dia 17.64.2.2 40 mm dia 17.65 providing and fixing 100 mm sand cast iron grating for gully trap. 17.66 providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. 17.67 providing and fixing bevelled 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. 17.68 providing and fixing mirror of superior glass ( of approved quality ) and of required shape and size with plastic moulded frame of approved make and shape with 6 mm thick hard board backing 17.68.1 circular shape 450mm dia. 17.68.2 rectangular shape 453x357mm 17.68.3 oval shape 450x350mm ( outer dimensions ) 17.68.4 rectangular shape 1500x450 mm 17.69 providing and fixing glass shelf with edges round of 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. 17.70 providing and fixing toilet paper holder: 17.70.1 c.p. brass 17.70.2 vitreous china 17.71 providing and fixing cp brass waste coupling of approved quality and make for sink and wash basin. 17.71.1 waste coupling 31mm of 79mm length and 62mm breadth 17.71.2 waste coupling 38mm of 83mm length and 77mm breadth 17.72 providing and fixing cp brass bottle trap of approved quality and make for sink and wash basin. 17.73 providing and fixing cp brass towel rail of approved quality and make 17.73.1 600x20mm 17.73.2 450x20mm 17.74 providing and fixing cp brass towel ring of approved quality and make 200mm dia ring 17.75 providing and fixing cp brass soap dish of approved quality and make 17.76 providing and fixing cp brass urinal spreader of approved quality and make 17.77 providing and fixing c.p. brass soap container 109 mm wide, 125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and conforming to is: specification. 17.78 providing and fixing c.p. brass grating of approved quality and make conforming to is: specification. 17.78.1 100 mm dia. 17.79 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 17.79.1 waste coupling 31mm dia of 79mm length and 62mm breadth weighing not less than 45gms. 17.79.2 waste coupling 38mm dia of 83mm length and 77mm breadth, weighing not less than 60gms. 17.80 providing and fixing ptmt bottle trap for wash basin and sink. 17.80.1 bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. 17.80.2 bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighting not less than 263gms. 17.81 providing and fixing ptmt liquid soap container 109mm wide, 125mm high and 112mm 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. 17.82 providing and fixing ptmt towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. weighing not less than 88 gms. 17.83 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 17.83.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 17.83.2 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. 17.84 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. 17.85 providing and fixing ptmt 15 mm urinal spreader size 95x69x100 mm with 1 / 2 bsp thread and shapes. weighing not less than 60 gms. 17.86 providing and fixing ptmt urinal cock of approved quality and colour. 15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with bsp female threads weighing not less than 48 gms. 17.87 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. 17.88 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. 17.89 re painting c.i. cistern with bitumastic or any other anti corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete including polishing of wooden seat and lid and cleaning of w.c. pan with acid wherever necessary. 17.90 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. 17.91 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 : 17.91.1 75 mm diameter pipe 17.91.2 100 mm diameter pipe 17.91.3 150 mm diameter pipe 17.92 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 : 17.92.1 75 mm diameter pipe 17.92.2 100 mm diameter pipe 17.92.3 150 mm diameter pipe 17.93 repainting bath tub of size 1700x730x430mm with enamel paint. 17.94 providing and laying ceramic glazed half round pipe drain ( having thickness 9 to 10mm ) of approved make in colours such as white, ivory, grey, or any other colour, laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 sand ) including pointing the joints with white cement and matching pigment etc., complete. 17.94.1 100 mm dia half round pipe 17.94.2 150 mm dia half round pipe 17.94.3 200mm dia half round pipe 17.95 construction of manually operated fire based incinerator for girls toilet i / c ( i ) fire and ash collection chamber 0.60x0.60 m, made of calcium silicate bricks, having 12mm dia steel bars grating @10 cm c / c, i / c ms mesh weldedon top including 300 mm x 450 mm ms openable door of half grill and half ms plate ( 3mm thick ) . ( ii ) 0.40 m x 0.40 m duct made of 1.6 mm thick ms sheet for dropping napkins from the toilet opening. ( iv ) 150mm dia class c heavy duty ms pipe conforming to is 3589 / 1239 for gas emission with cowel, up to 2.10 meter height above terrace level. ( v ) opening in wall having ms flap ( 1.6mm thick ) of size 0.25x 0.25 m, finished with granite.etc complete as per standard drawing no. 5313 b nb4 9919 r1 dated 21.02.2017 17.95.1 for ground floor buildings. 17.95.2 for ground floor & ist floor buildings. 17.95.3 add extra for every additional floor above ist floor. 17.96 providing and installing bio digester unit based on drdo technology made of fiber reinforced plastic having composition and the technical specifications such as:parentage of fiber glass ( glass content in fiber glass should be minimum 30% ) : 33.33% water absorption ( as per astm ) : 0.30% flammability : as per astm tensile strength : 115 mpa specific gravity at 25 degree centigrade : 1.45 izod impact strength : 65 kj / m2 heat defection / distort temperature : 65 deg c corrosion resistance ( non corrosive ) fitted with inlet pipe size rigid pvc : 100mm outlet pipe size rigid pvc : 80mm gas outlet rigid pvc with valve : 20mm bacteria immobilization pvc matrix ( on all partition ) and capacity : 17.96.1 upto 10 user size ( 1.0m x 1.0m x 0.70m ) capacity of bio digester : 700 liters area of top, bottom and side walls 4.80 sq.m area of partition walls : 1.40 sq.m total weight of frp: 33.48 kg bacteria inoculums quantity: 200 liters minimum thickness of side walls / top and bottom: 3mm number of inside partitions : 2 minimum thickness of partition wall : 3mm 17.96.2 upto 15 user size ( 1.0m x 1.0m x 0.10m ) capacity of bio digester : 1000 liters area of top, bottom and side walls 6.00 sq.m. area of partition walls : 2.00 sq.m total weight of frp: 54.00 kg bacteria inoculums quantity: 400 liters minimum thickness of side walls / top and bottom : 4mm number of inside partitions : 2 minimum thickness of partition wall : 3mm 17.96.3 upto 25 user size ( 1.5m x 1.0m x 1.0m ) capacity of bio digester : 1500 liters area of top, bottom and side walls 8.00 sq.m.area of partition walls : 2.00 sq.m total weight of frp: 82.80 kg bacteria inoculums quantity : 400 liters minimum thickness of side walls / top and bottom : 5mm number of inside partitions: 2 minimum thickness of partition wall: 3mm 17.96.4 upto 40 user size ( 2.0m x 1.0m x 1.0m ) capacity of bio digester : 2000 liters area of top, bottom and side walls 10.00 sq.m.area of partition walls : 3.00 sq.m total weight of frp: 106.20 kg bacteria inoculums quantity : 600 liters minimum thickness of side walls / top and bottom : 5mm number of inside partitions: 3 minimum thickness of partition wall : 3mm 17.96.5 upto 60 user size ( 2.4m x 1.25m x 1.0m ) capacity of bio digester : 3000 liters area of top, bottom and side walls 13.30 sq.m.area of partition walls : 3.75 sq.m total weight of frp: 139.95 kg bacteria inoculums quantity : 800litres minimum thickness of side walls / top and bottom : 5mm number of inside partitions : 3 minimum thickness of partition wall : 3mm 17.96.6 upto 80 user size ( 2.7m x 1.5m x 1.0m ) capacity of bio digester : 4000 liters area of top, bottom and side walls 16.50sq.m area of partition walls : 4.50 sq.m total weight of frp: 202.50 kg bacteria inoculums quantity : 1200litres minimum thickness of side walls / top and bottom : 6mm number of inside partitions : 4 minimum thickness of partition wall: 3mm 17.96.7 upto 100 user size ( 2.5m x 2.0m x 1.0m ) capacity of bio digester : 5000 liters area of top, bottom and side walls: 19.00 sq.m. area of partition walls : 8.00 sq.m total weight of frp: 248.40 kg bacteria inoculums quantity : 1400 liters minimum thickness of side walls / top and bottom : 6mm number of inside partitions : 4 minimum thickness of partition wall: 3mm 17.96.8 upto 150 user size ( 3.2m x 2.0m x 1.25m ) capacity of bio digester : 8000 liters area of top, bottom and side walls: 25.80 sq.m.area of partition walls : 10.00 sq.m total weight of frp: 397.08 kg bacteria inoculums quantity : 2400 liters minimum thickness of side walls / top and bottom : 7mm number of inside partitions: 4 minimum thickness of partition wall: 4mm 17.96.9 upto 200 user size ( 4.0m x 2.0m x 1.25 m ) capacity of bio digester : 10, 000 liters area of top, bottom and side walls: 31.00 sq.m.area of partition walls : 10.00 sq.m total weight of frp: 462.60 kg bacteria inoculums quantity : 3000 liters minimum thickness of side walls / top and bottom : 7mm number of inside partitions: 4 minimum thickness of partition wall : 4mm 17.96.10 upto 300 user size ( 4.8m x 2.0m x 1.25 m ) capacity of bio digester : 12000 liters area of top, bottom and side walls: 36.20 sq.m.area of partition walls : 10.00 sq.m total weight of frp: 593.28 kg bacteria inoculums quantity : 3600 liters minimum thickness of side walls / top and bottom: 8mm number of inside partitions: 4 minimum thickness of partition wall: 4mm 17.96.11 upto 400 user size ( 5.0m x 2.0m x 1.5m ) capacity of bio digester : 15000 liters area of top, bottom and side walls: 41.00sq.m.area of partition walls: 12.00 sq. m total weight of frp : 676.80 kg bacteria inoculums quantity : 4400 liters minimum thickness of side walls / top and bottom: 8mm number of inside partitions: 4 minimum thickness of partition wall: 4mm 17.96.12 upto 500 user size ( 6.0m x 2.0m x 1.67m ) capacity of bio digester : 20, 000 liters area of top, bottom and side walls: 50.72 sq.m.area of partition walls: 13.36 sq.m. total weight of frp : 917.86 kg bacteria inoculums quantity: 6000 liter minimum thickness of side walls / top and bottom : 9mm number of inside partitions : 4 minimum thickness of partition wall: 18.6 providing and fixing chlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot and cold water supply including all cpvc plain and brass threaded fittings i / c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes and fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 18.6.1 internal work exposed on wall 18.6.1.1 15 mm nominal outer dia pipes. 18.6.1.2 20 mm nominal outer dia .pipes. 18.6.1.3 25 mm nominal outer dia .pipes. 18.6.1.4 32 mm nominal outer dia pipes. 18.6.1.5 40 mm nominal outer dia pipes. 18.6.1.6 50 mm nominal outer dia .pipes. 18.6.2 concealed work including cutting chases and making good the walls etc. 18.6.2.1 15 mm nominal outer dia .pipes. 18.6.2.2 20 mm nominal outer dia .pipes. 18.6.2.3 25 mm nominal outer dia pipes. 18.6.2.4 32 mm nominal outer dia pipes. 18.7 providing and fixing chlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot and cold water supply including all cpvc plain and brass threaded fittings. this included jointing of pipes and fittings with one step cpvc solvent cement, trenching, refilling and testing of joints complete as per direction of engineer in charge. external work 18.7.1 15 mm nominal outer dia pipes. 18.7.2 20 mm nominal outer dia .pipes. 18.7.3 25 mm nominal outer dia pipes. 18.7.4 32 mm nominal outer dia .pipes. 18.7.5 40 mm nominal outer dia pipes. 18.7.6 50 mm nominal outer dia .pipes. 18.7.7 62.50 mm nominal inner dia pipes. 18.7.8 75 mm nominal inner dia .pipes. 18.7.9 100mm nominal inner dia .pipes. 18.7.10 150 mm nominal inner dia pipes. 18.8 providing and fixing g.i. pipes complete with g.i. fittings and clamps, including cutting and making good the walls etc. 18.8.1 internal work exposed on wall 18.8.1.1 15 mm dia. nominal bore 18.8.1.2 20 mm dia. nominal bore 18.8.1.3 25 mm dia. nominal bore 18.8.1.4 32 mm dia. nominal bore 18.8.1.5 40 mm dia. nominal bore 18.8.1.6 50 mm dia. nominal bore 18.8.2 concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall. 18.8.2.1 15 mm dia nominal bore 18.8.2.2 20 mm dia nominal bore 18.8.3 external work : including trenching and refilling etc. 18.8.3.1 15 mm dia. nominal bore 18.8.3.2 20 mm dia. nominal bore 18.8.3.3 25 mm dia. nominal bore 18.8.3.4 32 mm dia. nominal bore 18.8.3.5 40 mm dia. nominal bore 18.8.3.6 50 mm dia. nominal bore 18.8.3.7 65 mm dia. nominal bore 18.8.3.8 80 mm dia. nominal bore 18.9 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 ) 18.9.1 internal work exposed on wall 18.9.1.1 15.88 mm outer diapipe 18.9. 1.2 22.22 mm outer diapipe 18.9.1.3 28.58 mm outer diapipe 18.9.1.4 34.00 mm outer dia pipe 18.9.1.5 42.70 mm outer dia pipe 18.9.1.6 48.60 mm outer dia pipe 18.9.2 internal work concealed pipe 18.9.2.1 15.88 mm outer dia .pipes. 18.9.2.2 22.22 mm outer diapipes 18.12 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 18.12.1 with c.i. wheel of approved quality ( screwed end ) 18.12.1.1 25 mm nominal bore 18.12.1.2 32 mm nominal bore. 18.12.1.3 40 mm nominal bore 18.12.1.4 50 mm nominal bore 18.12.1.5 65 mm nominal bore 18.12.1.6 80 mm nominal bore 18.12.2 with brass lever handle of approved quality. 18.12.2.1 25 mm nominal bore 18.12.2.2 32 mm nominal bore. 18.12.2.3 40 mm nominal bore 18.12.2.4 50 mm nominal bore 18.13 providing and fixing cpvc gate valve with knob of approved quality. 18.13.1 25 mm nominal bore 18.13.2 32 mm nominal bore. 18.13.3 40 mm nominal bore 18.13.4 50 mm nominal bore 18.14 providing and fixing ball valve ( brass ) of approved quality, high or low pressure, with plastic floats complete : 18.14.1 15 mm nominal bore 18.14.2 20 mm nominal bore 18.14 3 25 mm nominal bore 18.15 providing and fixing gun metal non return valve of approved quality ( screwed end ) : 18.15.1 25 mm nominal bore 18.15.1.1 horizontal 18.15.1.2 vertical 18.15.2 32 mm nominal bore 18.15.2.1 horizontal 18.15.2.2 vertical 18.15.3 40 mm nominal bore 18.15.3.1 horizontal 18.15.3.2 vertical 18.15.4 50 mm nominal bore 18.15.4.1 horizontal 18.15.4.2 vertical 18.15.5 65 mm nominal bore 18.15.5.1 horizontal 18.15.5.2 vertical 18.15.6 80 mm nominal bore 18.15.6.1 horizontal 18.15.6.2 vertical 18.16 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 18.16.1 15 mm nominal bore 18.16.2 20 mm nominal bore 18.16.3 25 mm nominal bore 18.17 providing and fixing uplasticised pvc connection pipe with brass unions : 18.17.1 30 cm length 18.17.1.1 15 mm nominal bore 18.17.1.2 20 mm nominal bore 18.17.2 45 cm length 18.17.2.1 15 mm nominal bore 18.17.2.2 20 mm nominal bore 18.18 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 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 sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement :3 sand ) 12mm thick finished with a floating coat of neat cement complete as per standard design : 18.18.1 with common burnt clay bricks of 25 kg / sqcm compressive strength. 18.18.2 with well burnt flyash bricks of 50 kg / sqm compressive strength. 18.19 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 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 sand : 4 graded stone aggregate 20mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design 18.19.1 with common burnt clay bricks of 25 kg / sqcm compressive strength. 18.19.2 with flyash bricks of 50 kg / cm2 strength 18.20 constructing masonry chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 ( 1 cement : 4 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 sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.20.1 with common burnt clay bricks of 25 kg / cm2 compressive strength. 18.20.2 with flyash bricks of 50kg / cm2 strength. 18.21 constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 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 sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.21.1 with common burnt clay bricks of 25 kg / sqcm compressive strength. 18.21.2 with flyash bricks of 50kg / sqm compressive strength. 18.22 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 : 18.22.1 15 mm diameter pipe. 18.22.2 20 mm diameter pipe. 18.22.3 25 mm diameter pipe. 18.22.4 32 mm diameter pipe. 18.22.5 40 mm diameter pipe. 18.22.6 50 mm diameter pipe. 18.23 repainting g.i. pipes and fittings with synthetic enamel white paint of approved quality : 18.23.1 15 mm diameter pipe. 18.23.2 20 mm diameter pipe. 18.23.3 25 mm diameter pipe 18.23.4 32 mm diameter pipe 18.23.5 40 mm diameter pipe 18.23.6 50 mm diameter pipe 18.24 painting g.i. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality : 18.24.1 15 mm diameter pipe 18.24.2 20 mm diameter pipe 18.24.3 25 mm diameter pipe 18.24.4 32 mm diameter pipe 18.24.5 40 mm diameter pipe 18.24.6 50 mm diameter pipe 18.24.7 65 mm diameter pipe 18.24.8 80 mm diameter pipe 18.25 providing and filling sand all round the g.i. pipes in external work. 18.25.1 15 mm diameter pipe 18.25.2 20 mm diameter pipe 18.25.3 25 mm diameter pipe 18.25.4 32 mm diameter pipe 18.25.5 40 mm diameter pipe 18.25.6 50 mm diameter pipe 18.25.7 65 mm diameter pipe 18.25.8 80 mm diameter pipe 18.26 providing and fixing g.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete ( new work ) 18.26.1 15 mm nominal bore 18.26.2 20 mm nominal bore 18.26.3 25 mm nominal bore 18.26.4 32 mm nominal bore 18.26.5 40 mm nominal bore 18.26.6 50mm nominal bore 18.26.7 65mm nominal bore 18.26.8 80 mm nominal bore 18.27 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 : 18.27.1 15 mm nominal bore. 18.27.2 20 mm nominal bore. 18.27.3 25 mm nominal bore. 18.27.4 32 mm nominal bore. 18.27.5 40 mm nominal bore. 18.27.6 50 mm nominal bore. 18.27.7 65 mm nominal bore. 18.27.8 80 mm nominal bore. 18.28 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 18.29 providing and fixing brass bib cock of approved quality 18.29.1 15 mm nominal bore 18.29.2 20 mm nominal bore 18.30 providing and fixing brass stop cock of approved quality : 18.30.1 15 mm nominal bore 18.30.2 20 mm nominal bore 18.31 providing and fixing c.p. brass bib cock of approved quality conforming to is: 8931, 15 mm nominal bore. 18.32 providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gm, 15 mm nominal bore. 18.33 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gm, 15 mm nominal bore 18.34 providing and fixing c.p. brass stop cock ( concealed ) of standard design and of approved make conforming to is: 8931. 15 mm nominal bore. 18.35 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:893115 mm nominal bore 18.36 providing and fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 15 mm nominal bore. 18.37 providing and fixing c.p. brass pillar cock approved quality and make conforming to is: specification. 15 mm nominal bore 125 mm long foam flow. 18.38 providing and fixing c.p. brass basin mixer of approved quality and make conforming to is: specification.15 mm nominal bore. 18.39 providing and fixing c.p. brass wall mixer of approved quality and make conforming to is: specification. 15 mm nominal bore. 18.40 providing and fixing c.p. brass sink mixer of approved quality and make conforming to is: specification. 15 mm nominal bore. 18.41 providing and fixing c.p. brass elbow operated bibcock of approved quality and make conforming to is: specification. 15 mm nominal bore. 18.42 providing and fixing c.p. brass elbow operated pillar cock of approved quality and make conforming to is: specification. 15 mm nominal bore. 18.43 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 18.43.1 100 mm diameter 18.43.2 150 mm diameter 18.44 providing and fixing ptmt bib cock of approved quality and colour 15mm nominal bore. 18.44.1 86 mm long weighing not less than 88 gm 18.44.2 122 mm long weighing not less than 99 gm 18.44.3 165mm long weighing not less than 110 gm 18.44.4 90mm long weighing not less than 93 gm 18.45 providing and fixing ptmt stop cock of approved quality and colour. 18.45.1 15 mm nominal bore, 86mm long. weighing not less than 88 gms. 18.45.2 20mm nominal bore, 89mm long. weighing not less than 88 gms. 18.45.3 concealed stop cock, 15mm nominal bore, 108mm long. weighing not less than 108 gms. 18.46 providing and fixing ptmt pillar cock of approved quality and colour. 18.46.1 15mm nominal bore, 107mm long. weighing not less than 110 gms. 18.46.2 15mm nominal bore, 125mm long foam flow weighing not less than 120 gms. 18.47 providing and fixing ptmt, push cock of approved quality and colour. 18.47.1 15 mm nominal bore, 98mm long. weighing not less than 75 gms. 18.47.2 15 mm nominal bore, 80mm long weighing not less than 46 gms. 18.48 providing and fixing ptmt grating of approved quality and colour. 18.48.1 circular type. 18.48.1.1 100 mm nominal dia. 18.48.1.2 125 mm nominal dia with 25 mm waste hole. 18.48.2 rectangular type with openable circular lid. 18.48.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating. 18.49 providing and fixing ptmt angle stop cock 15 mm nominal bore. weighing not less than 85 gms. 18.50 providing and fixing ptmt swivelling shower, 15mm nominal bore. weighing not less than 40gms. 18.51 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. 18.51.1 15 mm nominal bore, 105 mm long. weighing not less than 138 gms. 18.51.2 20 mm nominal bore, 120 mm long. weighing not less than 198 gms. 18.51.3 25 mm nominal bore, 152mm long. weighing not less than 440 gms. 18.51.4 40mm nominal bore, 206mm long. weighing not less than 690 gms. 18.51.5 50mm nominal bore, 242mm long. weighing not less than 1240 gms. 18.52 providing and fixing unplasticised p.v.c. connection pipe with ptmt nuts collar and bush of approved quality and colour 15 mm nominal bore 18.52.1 30cm length. 18.52.2 45 cm length. 18.53 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 18.53.1 15 mm nominal bore.weighing not less than 32 gms. 18.53.2 20mm nominal bore.weighing not less than 40gms. 18.53.3 25mm nominal bore.weighing not less than 62 gms. 18.54 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 ) : 18.54.1 80 mm nominal bore 18.54.2 100 mm nominal bore 18.54.3 150 mm nominal bore 18.54.4 200 mm nominal bore 18.55 providing and fixing c.i. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to is : 2373 : 18.55.1 80 mm nominal bore 18.55.2 100 mm nominal bore 18.55.3 150 mm nominal bore 18.55.4 200 mm nominal bore 18.56 cutting holes upto 30x30 cm in walls including making good the same : with common burnt clay bricks of 25 kg / sqcmor flyash bricks of 50 kg / cm2compressive strength. 18.57 cutting holes upto 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 sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 18.58 making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 18.59 making hole upto 20x20 cm and embedding pipes upto 150 mm diameter in masonry and filling with cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) including disposal of malba. 18.60 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 : 18.60.1 25 to 40 mm nominal bore 18.60.2 50 to 80 mm nominal bore 18.61 providing and fixing cp jet assembly to including connection etc complete. 18.62 providing and fixing ferro cement water storage tank with cover, having minimum thickness of 10mm. the wall to be reinforced with two layers of double galvanized annealed square wooven wire mesh of 20 gauge wire spaced at 15mm for 300 litre capacity and 12mm for 450 to 2500 litres capacity finish with 3 layers of cement mortar 1:2 duly modified with polymer based plastizers and hardening chemicals ( burogrout and buroseal ) the tank should conform to the specification prescribed by structural engineering research centre roorkee / gaziabad. the tanks to be painted with drinking water paint inside and aluminimum paint out side with provision of outlet, inlet, overflow and cleaning including hoisting and placing in position upto floor two level or 5 m. height. 18.63 add extra for additional floor lift beyond 5.0m.height. 19.1 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 sand ) including testing of joints etc. complete : excavation to be paid seperataly 19.1.1 100 mm diameter 19.1.2 150 mm diameter 19.1.3 200 mm diameter 19.1.4 230 mm diameter 19.1.5 250 mm diameter 19.1.6 300 mm diameter 19.2 providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size ) all round s.w. pipes including bed concrete as per standard design: 19.2.1 100 mm diameter s.w. pipe 19.2.2 150 mm diameter s.w. pipe 19.2.3 200 mm diameter s.w. pipe 19.2.4 230 mm diameter s.w. pipe 19.2.5 250 mm diameter s.w. pipe 19.2.6 300 mm diameter s.w. pipe 19.3 providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size ) upto haunches of s.w. pipes including bed concrete as per standard design : 19.3.1 100 mm diameter s.w. pipe 19.3.2 150 mm diameter s.w. pipe 19.3.3 200 mm diameter s.w. pipe 19.3.4 230 mm diameter s.w. pipe 19.3.5 250 mm diameter s.w. pipe 19.3.6 300 mm diameter s.w. pipe 19.4 providing and laying below ground unplasticised pvc pipe to with stand working pressure of 4 kg / cm2 soild waste pipes confirming to is:13592 and is:4985 including jointing with seal ring confirming to is :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. excavation to be paid seperataly. 19.4.1 110 mm diameter od ( min. wall thickness 3.2mm ) 19.4.2 160 mm diameter od ( min. wall thickness 4.0mm ) 19.4.3 200 mm diameter od ( min. wall thickness 4.9mm ) 19.4.4 250 mm diameter od ( min. wall thickness 6.2mm ) 19.4.5 300 mm diameter od ( min. wall thickness 7.7mm ) 19.5 providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size ) all round pvc. pipes including bed concrete as per standard design: 19.5.1 110 mm diameter pvc. pipe 19.5.2 160 mm diameter pvc. pipe 19.5.3 200 mm diameter pvc. pipe 19.5.4 250 mm diameter pvc. pipe 19.5.5 300 mm diameter pvc pipe 19.6 providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) up to haunches of pvc. pipes including bed concrete as per standard design : 19.6.1 110 mm diameter pvc. pipe 19.6.2 160 mm diameter pvc. pipe 19.6.3 200 mm diameter pvc. pipe 19.6.4 250 mm diameter pvc. pipe 19.6.5 300 mm diameter pvc pipe 19.7 providing and fixing square mouth s.w. gully trap class sp1 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 : 19.7.1 100x100 mm size p type 19.7.1.1 with well burnt bricks 19.7.1.2 with sewer bricks conforming to is : 4885 19.7.2 150 x 100 mm size p type. 19.7.2.1 with well burnt bricks 19.7.2.2 with sewer bricks conforming to is : 4885 19.7.3 180x150 mm size p type 19.7.3.1 with well burnt bricks 19.7.3.2 with sewer bricks conforming to is : 4885 19.8 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 sand ) including testing of joints etc. complete : 19.8.1 100 mm dia. r.c.c. pipe 19.8.2 150 mm dia. r.c.c. pipe 19.8.3 250 mm dia. r.c.c. pipe 19.8.4 300 mm dia. r.c.c. pipe 19.8.5 450 mm dia. r.c.c. pipe 19.8.6 500 mm dia. r.c.c. pipe 19.8.7 600 mm dia. r.c.c. pipe 19.9 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) r.c.c. top slab with cement concrete 1:2:4 mix ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) , foundation concrete 1:2:4 mix ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size ) inside plastering 12mm thick with cement mortar 1:3 ( 1 cement : 3 sand ) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement complete as per standard design 19.9.1 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 ) : 19.9.1.1 with well burnt bricks 19.9.1.2 with sewer bricks conforming to is : 4885 19.9.2 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 ) : 19.9.2.1 with well burnt bricks 19.9.2.2 with sewer bricks conforming to is : 4885 19.9.3 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 ) : 19.9.3.1 with well burnt bricks 19.9.3.2 with sewer bricks conforming to is : 4885 19.10 extra for depth for manholes 19.10.1 size 90x80 cm 19.10.1.1 with well burnt bricks 19.10.1.2 with sewer bricks conforming to is : 4885 19.10.2 size 120x90 cm 19.10.2.1 with well burnt bricks 19.10.2.2 with sewer bricks conforming to is : 4885 19.11 constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement : 4 sand ) , inside cement plaster 12 mm thick with cement mortar 1:3 ( 1 cement : 3 sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size ) , and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) including centering shuttering all complete. ( foot rests and 12mm thick cement plaster at the external surface shall be paid for separately ) : 19.11.1 with well burnt bricks 19.11.2 with sewer bricks conforming to is : 4885 19.12 extra depth for circular type manhole 0.91m internal dia ( at bottom ) beyond 0.91m to 1.67m 19.12.1 with well burnt bricks 19.12.2 with sewer bricks conforming is : 4885 19.13 constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement :4 sand ) inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement :3 sand ) finished with a floating coat of neat cement foundation concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size ) and making necessary channel in cement concrete 1:2:4 including centering shuttering all complete. ( foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately ) 19.13.1 with well burnt bricks 19.13.2 with sewer bricks conforming is : 4885 19.14 extra depth for circular type manhole 1.22m internal dia ( at bottom ) beyond 1.68 m to 2.29 m : 19.14.1 with well burnt bricks 19.14.2 with sewer bricks conforming is : 4885 19.15 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 sand ) inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size ) and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement all complete as per standard design : 19.15.1 2.30m deep with sfrc cover and frame ( heavy duty hd 20 grade designation ) 560mm 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 sand : 4 graded stone aggregate 20mm nominal size ) including centering shuttering all complete. ( foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately ) : 19.15.1.1 with well burnt bricks 19.15.1.2 with sewer bricks conforming is : 4885 19.16 extra depth for circular type manhole 1.52 m internal dia ( at bottom ) beyond 2.30 m : 19.16.1 with well burnt bricks 19.16.2 with sewer bricks conforming is : 4885 19.17 providing m.s. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) as per standard design : 19.17.1 with 20x20 mm square bar 19.17.2 with 20 mm diameter round bar 19.18 providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per is : 10910 on 12mm dia steel bar conforming to is : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) complete as per design. 19.19 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 sand : 6 graded stone aggregate 20 mm nominal size ) : 19.19.1 with 20x20 mm square bar 19.19.2 with 20 mm diameter round bar 19.20 supplying and fixing c.i. cover without frame for manholes : 19.20.1 455x610 mm rectangular c.i. cover ( light duty ) the weight of the cover to be not less than 23 kg. 19.20.2 500 mm diameter c.i. cover ( medium duty ) the weight of the cover to be not less than 58 kg. 19.20.3 560 mm diameter c.i. cover ( heavy duty ) the weight of the cover to be not less than 108 kg. 19.21 providing and fixing in position precast r.c.c. manhole cover and frame of required shape and approved quality 19.21.1 light duty d 2.5 19.21.1.1 rectangular shape 600x450mm internal dimensions 19.21.1.2 square shape 450mm internal dimensions 19.21.1.3 circular shape 450mm internal diameter 19.21.2 medium duty 10 19.21.2.1 square shape 450mm internal dimension 19.21.2.2 circular shape 500mm internal diameter 19.21.3 heavy duty d 20 19.21.3.1 circular shape 560 mm internal diameter 19.21.4 extra heavy duty 35 19.21.4.1 circular shape 560 mm internal dia. 19.22 supplying and fixing c.i. cover 300x300 mm without frame for gully trap ( standard pattern ) the weight of cover to be not less than 4.5kg. 19.23 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 sand : 4 graded stone aggregate 20 mm nominal size ) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 sand ) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.23.1 for pipes 100 to 230 mm diameter 19.23.2 for pipes 250 to 300 mm diameter 19.23.3 for pipes 350 to 450 mm diameter 19.24 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 sand : 10 graded stone aggregate 40 mm nominal size ) with cement mortar 1:1 ( 1 cement : 1 sand ) joints between sand cast iron tee and s.w. pipe, making required channels complete as per standard design and specifications : 19.24.1 100 mm dia. sand cast iron drop connection 19.24.2 150 mm dia. sand cast iron drop connection 19.25 extra for depths beyond 60 cm of sand cast iron drop connection complete : 19.25.1 for 100 mm dia. sand cast iron drop connection 19.25.2 for 150 mm dia. sand cast iron drop connection 19.26 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required ( brick work for raising depth of manhole to be paid separately ) : 19.26.1 rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade ld 2.5 19.26.2 rectangular manhole 120x90 cm with circular cover 500 mm dia of grade md 10 19.26.3 rectangular manhole 120x90 cm with circular cover 560 mm dia of grade hd 20 19.26.4 circular manhole 140 cm dia with circular cover 600 mm dia of grade extra heavy duty hd 35 19.27 constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 ( 1 cement : 4 sand ) including 500x450 mm precast r.c.c. horizontal grating with frame complete as per standard design : 19.27.1 with well burnt bricks 19.27.2 with fly ash bricks 100 key / cm2 strangth 19.28 constructing brick masonry road gully chamber 45x45x77.5cm with bricks in cement mortar 1:4 ( 1 cement : 4 sand ) with precast r.c.c. vertical grating complete as per standard design : 19.28.1 with well burnt bricks 19.28.2 with fly ash bricks 100 kg / cm2 strength 19.29 constructing brick masonry road gully chamber 110x50x77.5cm with bricks in cement mortar 1:4 ( 1 cement : 4 sand ) including 500x450 mm precast r.c.c. horizontal grating with frame and vertical grating complete as per standard design : 19.29.1 with well burnt bricks 19.29.2 with fly ash bricks 100 kg / cm2 strength 19.30 making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and s.w. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.30.1 with well burnt bricks 19.31 constructing soak pit 1.20x1.20x1.20m filled with brickbats including s.w. drain pipe 100 mm diameter and 1.20m long complete as per standard design. 19.32 providing and fixing s.w. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 sand ) including testing of joints etc. complete : 19.32.1 100 mm dia 19.32.2 150 mm dia 19.33 providing, laying and jointing half round glazed stoneware pipes class sp 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 sand ) including testing of joints etc. complete : excavation to be paid seperataly 19.33.1 100 mm dia 19.33.2 150 mm dia 19.33.3 200 mm dia 19.33.4 230 mm dia 19.33.5 250 mm dia 19.33.6 300 mm dia 19.34 providing and laying half round rcc pipes class ( light duty ) with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 sand ) including testing of joints etc. complete : excavation to be paid seperataly 19.34.1 100 mm dia. half round r.c.c. pipe 19.34.2 150 mm dia. half round r.c.c. pipe 19.34.3 250 mm dia. half round r.c.c. pipe 19.34.4 300 mm dia. half round r.c.c. pipe 19.35.1 deduct for not provide c.i. manhole cover with frame for item no. 19.9.1.1 & 19.9.1.2 19.35.2 deduct for not provide c.i. manhole cover with frame for item no. 19.9.2.1 & 19.9.2.2 19.35.3 deduct for not provide c.i. manhole cover with frame for item no. 19.9.3.1 & 19.9.3.2 19.36 providing & fixing of precast rcc drain cover of size 600x 450 x70mm ( thickness ) with 4 holes, manufactured by using m 30 grade of concrete reinforced with 8mm dia tor steel @100mm c / c both ways, manufactured by vibro compaction process using joint less frp moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 19.37 providing & fixing of precast rcc drain cover of size 750x600 x70mm ( thickness ) with 6 holes, manufactured by using m 30 grade of concrete reinforced with 8mm dia tor steel @100mm c / c both ways, manufactured by vibro compaction process using joint less frp moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 19.38 providing & fixing of precast rcc drain cover of size 900x450 x90mm ( thickness ) with 8 holes, manufactured by using m 30 grade of concrete reinforced with two layers of 8mm dia tor steel @100mm c / c both ways, manufactured by vibro compaction process using joint less frp moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete. 19.39 providing & fixing of precast rcc drain cover of size 1150x400 x100mm ( thickness ) with 10 holes, manufactured by using m 30 grade of concrete reinforced with two layers of 8mm dia tor steel @100mm c / c both ways, manufactured by vibro compaction process using joint less frp moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 19.40 supplying and fixing of frp / grp composite manhole cover with frame of clear opening size 900x450mm rectangular having weight of ( complete unit ) ( weight of frame 11.7 kg + weight of cover 43.76kg ± 10% ) ( hd / 25mt ) having load bearing capacity ( point load 25mt ) as per testing code bsen 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy / stainless steel socketed arrangement. 19.41 supplying and fixing of frp / grp composite manhole cover with frame of clear opening size 450x600mm rectangular having weight of ( complete unit ) ( weight of frame 1.84kg + weight of cover 14.2kg ± 10% ) ( ld / 2.5mt ) having load bearing capacity ( point load 2.5mt ) as per testing code bsen 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy / stainless steel socketed arrangement. 19.42 supplying and fixing of frp / grp composite manhole cover with frame of clear opening size 300x300mm ( square ) having weight of ( complete unit ) ( weight of frame 1.12kg + weight of cover 4.1kg ± 10% ) ( ld / 2.5mt ) having load bearing capacity ( point load 2.5mt ) as per testing code bsen 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy / stainless steel socketed arrangement. 19.43 supplying and fixing of frp / grp composite manhole cover with frame of clear opening size 600mm ( round ) having weight of ( complete unit ) ( weight of frame 13.6kg + weight of cover 43.1kg + 10% ) ( hd / 25mt ) having load bearing capacity ( point load 25mt ) as per testing code bsen 124:1994. having lifting arrangement should have an insertion of 5 mm double sealed closed key hole and high strength plastic alloy / stainless steel socketed arrangement 19.44 supplying and fixing of frp / grp composite manhole cover with frame of clear opening size 500mm ( round ) having weight of ( complete unit ) ( weight of frame 11.2kg + weight of cover 41.78kg ± 10% ) ( hd / 25mt ) having load bearing capacity ( point load 25mt ) as per testing code bsen 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy / stainless steel socketed arrangement 19.45 deduct for not providing and installing frp / grp manhole cover size 19.45.1 900mmx450mm ( weight of cover 43.76kg ± 10% ) 19.45.2 450mmx600mm ( weight of cover 14.2kg ± 10% ) 19.45.3 300mmx300mm ( weight of cover 4.1kg ± 10% ) 19.45.4 600mm ( weight of cover 41.78kg ± 10% ) 19.45.5 500mm ( weight of cover 43.1kg ± 10% ) 19.46 providind, laying and jointing hdpe double wall corrugated ( dwc ) pipes ( excavation to be paid seperately ) 19.46.1 100 mm dia to 110 mm dia 19.46.2 150 mm dia to 160 mm dia 19.46.3 200 mm dia 19.46.4 250 mm dia 19.46.5 300 mm dia 21.1 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 epdm 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 / paneling, 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 ) : 21.1.1 for fixed portion. 21.1.1.1 anodised aluminium ( anodised transparent or dyed to required shade according to is: 1868, minimum anodic coating of grade ac15 ) 21.1.1.2 powder coated aluminium ( minimum thickness of powder coating 50 micron ) 21.1.1.3 polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) 21.1.2 for shutters of doors, windows and 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 separately ) . 21.1.2.1 anodised aluminium ( anodised transparent or dyed to required shade according to is: 1868, minimum anodic coating of grade ac15 ) 21.1.2.2 powder coated aluminium ( minimum thickness of powder coating 50 micron ) 21.1.2.3 polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) 21.1.3 deduct for not providing edpm rubber / neoprene gasket all around. 21.2 providing and fixing 12mm thick pre laminated particle board flat pressed three layer or graded wood particle board conforming to is: 12823 grade l type ll, in panelling fixed in aluminium 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. 21.2.1 pre laminated particle board with decorative lamination on one side and balancing lamination on other side. 21.2.2 pre laminated particle board with decorative lamination on both sides. 21.3 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 ) : 21.3.1 with float glass panes of 4.0 mm thickness ( weight not less than 10 kg / sqm ) 21.3.2 with float glass panes of 5.0 mm thickness ( weight not less than 12.50 kg / sqm ) 21.3.3 with float glass panes of 8 mm thickness ( weight not less than 20 kg / sqm ) . 21.4 add extra for providing and fixing froasted glass instead of float glass 21.4.1 with glass panes of 4.0 mm thickness ( weight not less than 10 kg / sqm ) 21.4.2 with glass panes of 5.0 mm thickness ( weight not less than 12.50 kg / sqm ) 21.4.3 with glass panes of 8 mm thickness ( weight not less than 20 kg / sqm ) . 21.5 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 as per the direction of engineer in charge : 21.5.1 with stainless steel cover plate minimum 1.25 mm thickness 21.5.2 with brass cover plate minimum 1.25 mm thickness. 21.6 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 in charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ) . 21.7 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. 21.8 providing and fixing machine moulded aluminium covering of approved pattern and 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 and 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 : 21.8.1 anodised aluminium sheet 2.5mm thick ( anodised transparent or dyed to required shade according to is: 1868, minimum anodic coating of grade ac 15 ) 21.8.2 powder coated aluminium sheet 2.5mm thick ( minimum thickness of powder coating 50 micron ) 21.9 filling the gap in between aluminium frame and adjacent rcc / brick / stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete. upto 5 mm depth and 5 mm width 21.10 extra for applying additional anodic coating ac 25 instead of ac 15 to aluminium extruded sections. for fixed portion & for shutters of doors, windows and ventilators 21.11 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. 21.12 providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick and length as required with ss screws etc complete as per direction of engineer in charge. 21.12.1 anodized ( ac 15 ) aluminium tubular handle bar 21.12.2 powder coated minimum thickness 50 micron aluminium tubular handle bar. 21.12.3 polyester powder coated minimum thickness 50 micron aluminium tubular handle bar. 21.13 providing and fixing brass 100 mm mortice latch and lock with 6 levers without pair of handles ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete. 21.14 providing and fixing anodised aluminium ( anodised transparent or dyed to required shade according to is: 1868. minimum anodic coating of grade ac15 ) 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 ) . 21.15 providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 21.15.1 anodized ( ac15 ) aluminium 21.15.2 powder coated minimum thickness 50 micron aluminium. 21.15.3 polyester powder coated minimum thickness 50 micron aluminium. 21.16 providing and fixing aluminium round shape handle of outer dia 100mm with ss screws etc. complete as per direction of engineer in charge 21.16.1 anodized ( ac15 ) aluminium 21.16.2 powder coated minimum thickness 50 micron aluminium 21.16.3 polyester powder coated minimum thickness 50 micron aluminium. 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 ac15 ) of approved design / pattern, with approved standard section and fixed to the existing window frame with c.p. brass / stainless steel screws @ 200mm 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 in charge. ( only weight of grill to be measured for payment ) . 21.18 providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor 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 ) . 21.19 providing and fixing 50 micron thick reflective one way type heat / light control film to window / door glazing with complete accessories as per direction of engineer in charge of approved brand and make. 21.20 providing and fixing 50 micron thick frosted heat / light control film to window / door glazing with complete accessories as per direction of engineer in charge of approved brand and make. 21.21 providing and fixing 25 micron thick non reflective heat / light control film to window / door glazing with complete accessories as per direction of engineer in charge of approved brand and make. 21.22 providing and fixing 12 mm thick toughened glass including all connectors and fixing accessories all complete for partitions, cubicals etc. as per direction of engineer in charge. 21.24 extra for froasted glass ( with eching film ) in item no. 21.22 22.1 providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by engineer in charge consisting of: ( i ) ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 ( 1 cement: 3 sand ) mixed with water proofing compound conforming to is: 2645 in the recommended proportion over the levelling course ( levelling course to be paid separately ) . joints sealed and grouted with cement slurry mixed with water proofing compound. ( ii ) 2nd layer of 25mm thick cement mortar 1:3 ( 1 cement: 3 sand ) mixed with water proofing compound in recommended proportions. ( iii ) finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm / sqm thoroughly embedded in the 2nd layer. ( with 5 years service guarantee ) using rough kota stone. 22.2 providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to is:2645 in recommended proportions with a gap of 20mm ( 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 mortar 1:3 ( 1 cement : 3 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 in charge ( with 5 years service guarantee ) using rough kota stone. 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 : a ) ist course of applying cement slurry @ 4.4 kg / sqm mixed with water proofing compound conforming to is 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. b ) iind course of 20mm cement plaster 1:3 ( 1 cement: 3 sand ) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. c ) iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. d ) ivth course of 400 micron thick pvc sheet. ( overlaps at joints of pvc sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg / sqm. ) ( with 5 years service guarantee ) 22.4 providing and placing in position suitable pvc water stops conforming to is:12200 for construction / expansion joints between two rcc members and fixed to the reinforcement with binding wire before pouring concrete etc. complete ( with 5 years service guarantee ) 22.4.1 serrated with central bulb ( 225mm wide, 8 11mm thick ) . 22.4.2 dumb bell with central bulb ( 180mm wide, 8mm thick ) . 22.4.3 kickers ( 320mm wide, 5mm thick ) . 22.5 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a ) first layer of slurry of cement @ 0.488 kg / sqm mixed with water proofing cement compound @ 0.253 kg / sqm. this layer will be allowed to air cure for 4 hours. b ) second layer of slurry of cement @ 0.242 kg / sqm mixed with water proofing cement compound @ 0.126 kg / sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. the rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 22.6 providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a ) after surface preparation, first layer of slurry of cement @ 0.488 kg / sqm mixed with water proofing cement compound @ 0.253 kg / sqm. b ) laying second layer of fibre glass cloth when the first layer is still green. overlaps of joints of fibre cloth should not be less than 10 cm. c ) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg / sqm mixed with water proofing cement compound @ 0.670 kg / sqm and sand @ 1.289 kg / sqm. this will be allowed to air cure for 4 hours followed by water curing for 48 hours. the entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. 22.7 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a ) applying a slurry coat of neat cement using 2.75 kg / sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer in charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b ) laying brick bats with mortar using broken bricks / brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 ( 1 cement : 5 sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer in charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement :5 sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer in charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. c ) after two days of proper curing applying a second coat of cement slurry using 2.75kg / sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer in charge. d ) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement: 4 sand ) admixed with water proofing compound conforming to is: 2645 and approved by engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e ) the whole terrace so finished shall be flooded 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 5 years service guarantee ) with average thickness of 120mm and minimum thickness at khurra as 65 mm. 22.8 providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85 / 25 or 90 / 15 conforming to is : 702 applied hot @ 1.45 kg per square metre of area for each course, second course of roofing felt type 3 grade i ( hessian based self finished bitumen felt ) and fourth and final course of stone grit 6mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre including preparation of surface but excluding grading complete with : ( with five years service gurantee ) . bitumen felt ( hessian base ) type 3 grade i conforming to is: 1322. 22.9 providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85 / 25 or 90 / 15 conforming to is : 702 applied hot @ 1.45, 1.20 and 1.45 kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade i conforming to is : 1322 ( hessian based self finished bitumen felt ) conforming to is : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. ( with five years service gurantee ) . 22.10 providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade i ( fibre base self finished bitumen felt ) six and final courses of stone grit 6 mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading, complete. ( with five years service gurantee ) . 22.11 providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blow or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade ii ( glass fibre base self finished bitumen felt ) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. ( with five years service gurantee ) 22.12 deduct for omitting in water proofing treatment final course of spreading stone grit 6mm down size or pea sized gravel at 6 cudm per sqm. 22.13 supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm. 22.14 grading roof for receiving water proofing treatment with 22.14.1 cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) 22.14.2 cement mortar 1:3 ( 1 cement : 3 sand ) 22.14.3 cement mortar 1:4 ( 1cement : 4 sand ) 22.15 providing and laying insitu six 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, 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 sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. ( with 5 years service guarantee ) 22.16 providing and laying in situ four course water proofing treatment with app ( atactic polypropylene ) modified polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40kg per sqm, 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 100micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron hmhdpe film. ( with 5 years service guarantee ) . 22.17 providing and laying in situ six course water proofing treatment with app ( atactic polypropylene ) modified polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40kg per sqm, 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 100 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron hmhdpe film. ( with five years service gurantee ) . 22.18 providing and fixing app ( atactic polypropylene polymer ) modified prefabricated five layer 2mm thick water proofing membrane for corrugated roof sheets, black finished reinforced with glass fibre matt consisting 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. ( with five years service gurantee ) . 22.19 providing and laying app ( atactic polypropylene polymer ) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer 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 manufacturer of membrane : ( with 5 years service guarantee ) 22.20 providing and laying app ( atactic polypropylene polymer ) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr / sqm. by the same membrane manufacture of density at 23°c as 650 / 450n / 5cm. 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: ( with 5 years service guarantee ) . 22.21 extra for covering top of membrane with geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. [ for item no. 22.18 to 22.20 ] 22.22 water proofing treatment over roof, wall, chajjas, , balcony with fibre glass mesh and sealer coat at leakage / seepage area consisting of ( i ) surface preparation roughening of surface, opening cracks in ‘v’ groove in size of 5mmx10mm ( wxd ) , filling of cracks with putty with laying fiber glass mesh, cleaning of surface by scrubbing with steel wire / nylon brush. removing all dust particles and washing with adequate water to clean completely. ( ii ) providing and applying 1st coat of fibre glass mesh ( minimum thicknes 70 80 micron ) and two component flexible waterproof and protective modified mortar, dry powder 80% chemical 20% acrylic resin having 30% solid contents ) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh ( of weaving size of 10x10 yarn / inch duly coated with alkaline resistant polymer ) . allow the coating to air cure for minimum 2 hrs. after two hours of 1st coat applying 2nd coat ( minimum thickness 100 micron ) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. allow the coating to air cure for minimum 2 hrs. consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. ( after two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat ) . ( iii ) providing and applying 1st coat of sealer coat 50 60 micron ( single component hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65% ) and allow it to air cure for 4hrs. minimum. after two hours minimum of 1st coat applying 2nd and finals coat 120 140 micron of sealer coat and allow it to air cure for 4 hrs mimimum. consumption of sealer coat should be @ 5.40 kg per 10 sqm area. ( iv ) the treated area should be cure with water for 48 hrs. by flooding the surface. ( v ) the final appearance of the coating will be milky white. all above operations to be done in order. ( five years guarantee ) 22.23 providing water proofing treatment over roof, wall, chhajjas, balcony with rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation ( confirming astm d2370 98 ) , at leakage / seepage area consisting of the following operation. ( i ) removal of damaged waterproofing treatment if any like bituminous membrane / plaster / brick bat koba / screeding etc. ( ii ) surface preparation: roughening of surface by scrubbing with steel wire / nylon brush / removing all dust particles and washing with adequate water to clean completely, opening of cracks in v groove in size of 5mm x 10m ( wxd ) , filling of cracks with elastomeric creak filler / pu sealent repair of potholes and holor making on roof surface by polymer mortar with adding sbr bonding agent. ( iii ) providing and applying 1st coating of rubberized elastomeric liquid membrane as primer ( ratio 1:2 1 part liquid membrane and 2 part water ) by brush / roller / spray having minimum thickness of 70 80 micron. allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane ( ratio: 1 part membrane and 20% water ) with minimum thickness 100 120 micron. allow the coating to set in natural air for minimum 12 hrs. ( iv ) providing and applying 3rd coat of rubberized elastomeric liquid membrane ( ratio: 1 part membrane and 10% water ) . total dft ( dry film thickness ) thickness after 3rd coat must be 280 300 micron and consumption in three coats @ 6.5kg for 10sqm. ( v ) providing and applying 4th and 5th coat of high quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent uv resistance ( sri 144 ) with more than 300% elongation ( confirming astm d 412 98 ) in ratio: 1 part membrane and 10% water thickness of 200 micron dft in two coats, with average consumption @ 5kg per 10 sqm. after application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. ( vi ) the treated area must be tested for water leakage / seepage by flooding with water for 48 hrs ( vii ) application of membrane coating shall be got done by authorized applicator of manufacturer. ( viii ) 5 years of service guarantee to be provided. all above operations to be done in order as per direction on engineer in charge. 22.24 supplying and applying fibre reinforced, uv resistant elastomeric liquid applied waterproofing & heat reflective coating coating with pu hybrid polymers & acrylic fibers. the coating shall resist 10 bars of water pressure as per din 1048 standards, with elongation of 350% as per astm d412 & crack bridging of upto 2.5mm conforming to asnz standard. the operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and as per the direction of engineer in charge. 22.25 supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, having 80% elongation as per astm d412, resisting 5 bars hyrostatic pressure as per din 1048, reduction to rapid chloride shall be 70 as per din 1048, crack bridging upto 1.2mm as per astm 4548.5. the coating shall have food grade certificate from laboratories like cftri. the mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing, etc., complete as per manufacturers specifications and as per direction of engineer in charge. 22.26 providing and applying uv stable polyurethane liquid water proofing membrane having sun reflectivity index ( sri ) of 106 on top of concrete roof / retainning wall / old layer of bituminous surfaces / polyurethane foam and metal surfaces in three or more coats @20kg / 10 sqm consisting of a coat of two component epoxy primer in ratio of 1:3 ( one part of resin and 3 parts of hardner ) at a consumption of 2kg / 10sqm. the vital physical and chemical parameters shall be as under : min elongation at break of 600% as per astm d412 and tensile strength of 3.0 n / mm2 as per astm d412. the operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and direction of engineer in charge. 22.27 supplying & installing waterproofing treatment by using 1.2 mm thick hdpe membrane before casting of the base rcc slab. the pre applied membrane gets bonded to the underneath of the poured concrete used as base slab. the membrane shall consist of a thick hdpe film, a highly aggressive pressure sensitive adhesive and weather resisting coating which bonds integrally to poured concrete of base slab. the membrane shall conforms to basement waterproofing protection to grades 2, 3 & 4 as defined in bs 8102:2009. the waterproofing membrane shall have following minimum properties: a ) resist hydrostatic pressure of up to 70 m head of water as per astm d5385; b ) puncture resistance of 950 n ( as per astm e154 ) c ) elongation of >400 % ( as per astm d412 ) d ) peel strength of concrete: >1500 n / m ( as per astm d903 ) e ) tensile strength of 28.2 mpa ( as per astm d412 ) . 22.28 providing and applying 2.0 mm thick twin colour flexible pvc waterproofing membrane. flexibility under low temperatures as per en 495 5 should be < 20degc. on all horizontal surfaces geotextile 300 gsm to be laid over pcc, than laying pvc membrane over geotextile and to be sealed with hot air welding method at all joints and over pvc membrane provide 300 gsm geotextile then protection screed of suitable thickness. on all vertical surfaces geotextile 300 gsm to be laid along with vertical wall, than laying pvc membrane over geotextile and to be sealed with hot air welding method at all joints and over pvc membrane providing protection layer of drain board hdpe dimple sheet before back filling of soil. 22.29 providing and applying waterproofing & heat reflecting roof coating with 100% acrylic elastomeric polymers. contains 30% volume solid, tensile strength 8 kg / cm², crack bridging, voc 30 ± 5 gm / ltr upto 2 mm. then applying two coats with forced coverage of 20 sqft / ltr / two coats. the operation shall be carried out after scrapping & propely clening the surface to remove loose particles with wire brush / jet washer. apply 1 coat @1 ltr / 10 sqm & 3 undiluted coats @ 8 ltr / 10 sqm with 4 hrs interval of each coat.the work shall be carried out as recommended by the manufacturer’s specification & the direction of the engineer in charge. 22.30 providing & applying crack fill paste for crack filling up to 5 mm cracks.widen the crack by putty knife in v / u shape & apply 1st priming coat of crack fill paste diluted with water in 1:1 proportion over the crack by brush. apply 2nd coat with filling of crack fill paste when the surface is tacky but not dried completely with putty knife & spatula.after 4 hours of application 2nd coat apply 3rd coat of crack fill paste. the work shall be carried out as recommended by the manufacturer’s specification & the direction of the engineer in charge 22.31 providing & applying single pack component, solvent free, cold applied, polyurethane modified, elastomeric liquid applied waterproofing membrane pu coat with excellent uv resistant capacity, the material shall meet the requirement as specified in astm d2370 98 of elongation at break of film>350% with geotextile fleece =50% approx.the work shall be carried out as recommended by the manufacturer’s specification & the direction of the engineer in charge. the product performance shall carry guaranteed for 5 year against any leakage. 22.31.1 for horizontal surface ( with geotextile fleece ) two coats without dilution & 1 self priming coat 50% dilution with water @ 10 kg / m2 22.31.2 for horizontal surface ( without geotextile fleece ) two coats without dilution & 1 self priming coat 50% dilution with water @ 10 kg / m2 22.32 providing and mixing integral crystalline admixture for water proofing treatment to rcc structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and compared with control concrete as per din 1048 and resistant to 16 bar hydrostatic pressure. the crystalline admixture shall be capable of self healing of cracks up to a width of 0.50mm. the work shall be carried out all complete as per specification and the direction of the engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. 22.33 providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the rcc structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. the material shall meet the requirements as specified in aci 212 3r 2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per din 1048 and resistant to 16 bar hydrostatic pressure on positive side. the crystalline slurry shall be capable of self healing of cracks up to a width of 0.50mm. the work shall be carried out all complete as per specification and the direction of the engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. 22.33.1 for vertical surface two coats @ 0.70 kg per sqm 22.33.2 for horizontal surface one coat @1.10 kg per sqm. 22.34 providing and applying integral crystalline ( dry shake ) of hydrophilic in nature for waterproofing treatment to the rcc structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. crystalline dryshake shall be capable of self healing of cracks up to a width of 0.50mm. the work shall be carried out all complete as per specification and the direction of the engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. 22.35 providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 ( 4.5 parts crystalline mortar : 1 part water ) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of rcc underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. the crystallie mortar shall conform to the en 1504 3 having compressive strength class r4 > 45 mpa and adhesive bond strength class r3 > 1.5 mpa. the work shall be carried out all complete as per specification and the direction of the engineer in charge.the product performance shall carry guarantee for 10 years against any leakage. 22.35.1 for sealing cracks and faulty construction joints, routed out / making u shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg / running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg / running metre. once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg / running metre per coat. 22.35.2 for patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @ 0.070 kg / sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline mortar @ 0.040 kg per hole. the crystalline mortar should be tightly rodded into tie rod holes or packed tightly ( for 25x25x25 mm tie rod hole, use 0.040 kg to fill the hole ) 22.36 providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter ( expansive nature ) for construction joints treatment of rcc structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. after cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. over the primed surface swellable type water stop tape shall be placed. the work shall be carried out all complete as per specification and the direction of the engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. 22.37 providing and applying waterproofing treatment in bathroom or tiled balcony area without breaking or removing tiles, by using waterproofing sheets as per manufacturers data sheet instructions. permitting use of bathroom / balcony after 24 hours of application of treatement, complete with materials and labour and gurantee of leakage for a period of 5 year. 23.11 providing and fixing 2 mm thick homogeneous conductive pvc ( poly vinyl flooring ) en ( european standard ) , total weight is 3250 g / m2, approx. pur ( polyurethane reinforced ) , abrasion group p: ≤2.00 mm, residual indentation approx. 0.03 mm, anti bacterial and fungal resistance, castor wheel test qualified, dimensional phthalate free, directional in design.the floor finish should be termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto 100mm.recommended to use in area like icu , post operative, recovery rooms, opd, patient rooms, corridors , passages etc. 23.12 providing and fixing permanently static dissipative pressed homogeneous conductive pvc ( poly vinyl flooring ) en ( european standard ) , anti static, wear layer thickness is 2mm ( en429 ) , vinyl flooring having carbon backing with total weight 3000 g / m2 esd approved, restorable properties, available in rolls. 100% recyclable ( eco freindly ) . low voc emission after 28days of installation ( lower than ≤100μg / m3 ) , phthalate free non directional in design. recommended to use in area like operation theater, icu, server room, etc. 23.13 providing and fixing 0.92mm thick hetrogeneous compact pvc ( poly vinyl wall covering ) for interior wall area, with wear layer thickness 0.12mm of pvc, en ( european standard ) total weight is 1500 g / m2, approx pur ( polyurethane reinforced ) , good resistance to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable ( eco freindly ) , low voc emissions after 28 days of installation ( lower than ≤10μg / m3 ) , phthalate free, directional in design, the wall finish should termite free at the room perimeter. recommended to use in area like ot, icu, corridors, patient room etc. 23.14 providing and fixing 1.3mm thick homogeneous pvc ( poly vinyl wall covering ) for interior area with wear layer thickness 1.3 mm of pvc, en ( european standard ) total weight is 2100 g / m2, approx. pur ( polyurethane reinforced ) , good resistant to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable ( eco freindly ) , low voc emissions after 28days of installation ( lower than ≤10μg / m3 ) , phthalate free, directional in design.the wall finish should termite free at the room. recommended to use in area like ot.icu, corridors, passages , patient room etc 23.15 supply and installation of 2mm thick homogeneous vinyl flooring, highest abrasion wear rating group t ( en660 ) , binder content exceeds 55% of the flooring composition, no waste technology, consisting of pvc resin, plasticizers and stabilizers, type i. flooring ( ( en iso 23997 ) max 0.4%, abrasion group ( msz en 660 1 ) t, fire resistance en 13501 1 bf1 s1, slip resistance din 51130 r9, en 13893 ds, electrical resistance en 1815 <2 kv, chemical resistance en iso 26987, castor chair resistance en iso 4918, hygenie bacterial resistant, seaming method hot welding, finishing complete . recommended to use in area like operation theater, icu, server room, etc. 24.8 supplying and installation of moisture resistant / fire resistant 6 mm thick heavy duty fiber cement board ( high pressure steam cured ) conforming to is 14862:2000 of category iii type b as per standard sizes fixed with self drilling / taping screws. screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. 24.9 providing and fixing thermal insulation with resin bonded glass wool conforming to is: 8183, having density 48 kg / m3. 50 mm thick, wrapped in 200 g virgin polythene bags fixed to wall with screw, rawl plug and washers and held and in position by crisscrossing gi wire etc. complete as per directions of engineer in charge. 24.9.1 providing and fixing insulation with resin bonded glass wool 24.9.2 providing and fixing insulation with resin bonded rock wool 24.11 providing and fixing precoatedgalvanised iron profile sheets ( size, shape and pitch of corrugation as approved by engineer in charge ) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsmlength upto 12 metre or as desired by engineer in charge. the sheet shall be fixed using self drilling / self tapping screws of size ( 5.5x 55mm ) with epdm seal, complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 24.12 providing and fixing precoatedgalvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, zinc coating 120gsm as per is: 277 in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling / self tapping screws complete : 24.12.1 ridges plain ( 500 600mm ) . 24.12.2 flashings / aprons. ( upto 600 mm ) 24.12.3 north light curves. 24.12.4 barge board ( upto 300 mm ) . 24.12.5 crimp curve 24.12.6 gutter. ( 600 mm over all girth ) . 25.1 providing and fixing white vitreous china anti germ fluoro polymer coated water closet squatting pan with 100 mm sand cast iron p and s trap, and 7.2 liter low level, dual flush, pp ( poly propylene ) made open slim wall hung cistern capacity 3 liter / 6 liter flushing, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.1.1 white vitreous china anti germ fluoro polymer coated orissa pattern w. c. pan of size 260 x 440 x 580mm with integral foot rests. ( premium range ) 25.1.2 white vitreous china anti germ fluoro polymer coated orissa pattern w. c. pan of size 445 x 585 x 260 mm with integral foot rests. ( premium range ) 25.2 providing and fixing white vitreous china pedestal type anti germ fluoro polymer coated water closet with soft closing seat cover, and 7.2 litre low level slim dual flushing, pp ( poly propeline ) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre / 6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.2.1 anti germ fluoro polymer coated ( nano coating ) european w. c. with solid poly propelyne made soft closing seat cover ( premium range ) 25.2.2 anti germ fluoro polymer coated water closet european type w. c. pan size 350 x 480 x 390 mm with solid poly propelyne made soft closing seat cover ( premium range ) 25.3 providing and fixing white vitreous china european wall hung anti germ fluoro polymer coated water closet of approved shape with soft closing seat cover, and 7.2 litre low level slim dual flushing, pp ( poly propylene ) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre / 6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.3.1 anti germ fluoro polymer coated ( nano coating ) wall hung water closet size 350 x 360 x 545mm with solid poly propelyne made soft closing seat cover ( premium range ) 25.3.2 anti germ fluoro polymer coated ( nano coating ) wall hung water closet size 360 x 570 x 360mm with solid poly propelyne made, soft closing seat cover ( premium range ) 25.3.3 anti germ fluoro polymer coated ( nano coating ) wall hung water closet size 360 x 640 x 690mm with solid poly propelyne made, soft closing seat cover ( premium range ) 25.3.4 anti germ fluoro polymer coated ( nano coating ) wall hung water closet size 360 x 535 x 380mm or greater size with solid poly propelyne made, soft closing seat cover ( premium range ) 25.4 providing and fixing white vitreous china anti germ fluoro polymer coated couple water closet flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i / c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete . 25.4.1 anti germ fluoro polymer coated couple water closet size 760 x 360 x 635mm with solid poly propelyne made soft closing seat cover. ( premium range ) 25.4.2 anti germ fluoro polymer coated couple water closet size 405 x 730 x 800mm with solid poly propelyne made soft closing seat cover. ( premium range ) 25.4.3 anti germ fluoro polymer coated couple water closet size 370 x 640 x 760mm with solid poly propelyne made soft closing seat cover. ( premium range ) 25.4.4 anti germ fluoro polymer coated couple water closet size 375 x 650 x 800mm with solid poly propelyne made soft closing seat cover. ( premium range ) 25.5 providing and fixing white vitreous china anti germ fluoro polymer coated single piece w.c. dual flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i / c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.5.1 anti germ fluoro polymer coated single piece w.c. pan size 770 x 375 x 695mm with solid poly propelyne made soft closing seat cover. ( premium range ) 25.5.2 anti germ fluoro polymer coated single piece w.c. pan size 370 x 685 x 835mm with solid poly propelyne made soft closing seat cover. ( premium range ) 25.5.3 anti germ fluoro polymer coated single piece w.c. pan size 390 x 710 x 710mm with solid poly propelyne made soft closing seat cover. ( premium range ) 25.5.4 anti germ fluoro polymer coated single piece w.c. pan size 360 x 640 x 690mm with solid poly propelyne made soft closing seat cover. ( premium range ) 25.6 providing and fixing white vitreous china made anti germ fluoro polymer coated extended wall hung type couple closet along with dual flushing cistern flushing capacity 3 & 6 litre approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i / c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.6.1 anti germ fluoro polymer coated extended wall hung type couple closet size 760x360x635mm with solid poly propelyne made soft closing seat cover ( premium range ) 25.6.2 providing and fixing white vitreous china made anti germ fluoro polymer coated extended wall hung type couple closet size 365x635x770mm along with dual flushing cistern flushing capacity 3 & 6 litre. ( premium range ) 25.7 providing and fixing white vitreous china type anti germ fluoro polymer coated wash basin with c.i. brackets, 15 mm c. p. wall mounted pressmatic pillar cock auto closing system ( decol technology ) , 15mm quarter turn angular stop cock, 32 mm c.p. brass made waste coupling length 130mm and 32 mm c.p. brass made bottle trap size 200x300mm fittings and fixtures complete including painting of fittings and cutting and making good the wall and floors wherever required. 25.7.1 white vetrious china anti germ fluoro polymer coated wash basin size 160x580x450 mm with basin mounted pressmatic pillar cock auto closing system ( decol technology ) . ( premium range ) 25.8 providing and fixing white vitreous china type anti germ fluoro polymer coated counter top wash basin with 15 mm c. p. wall mounted pressmatic pillar cock auto closing system ( decol technology ) , 32 mm c.p. brass waste coupling length 130mm and 32 mm c.p. brass bottle trap size 200x300mm i / c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.8.1 white vetrious china anti germ fluoro polymer coated wash basin size 190x600x435mm with wall mounted pressmatic pillar cock auto closing system ( decol technology ) . ( premium range ) 25.8.2 providing and fixing white vitreous china type anti germ fluoro polymer coated counter top wash basin size 570x415x200mm with 15 mm c. p. wall mounted pressmatic pillar cock auto closing system ( decol technology ) . ( premium range ) 25.9 providing and fixing white vitreous china type anti germ fluoro polymer coated counter top wash basin with 15 mm c. p. wall mounted single lever concealed basin mixture, ( cartridge size 32 mm ) 32 mm c. p. brass waste coupling length 130mm and 32 mm c. p. brass bottle trap size 200x300mm i / c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. ( premium range ) 25.9.1 white vetrious china anti germ fluoro polymer coated wash basin size 190x600x435mm with wall mounted single lever concealed basin mixture ( cartridge size 32mm. ) ( premium range ) 25.9.2 providing and fixing white vitreous china type anti germ fluoro polymer coated counter top wash basin size 600x400x175mm with 15 mm c. p. wall mounted single lever concealed basin mixture. ( premium range ) 25.10 providing and fixing white vitreous china type anti germ fluoro polymer coated wash basin with 15 mm table mounted single lever tall boy basin mixture, ( cartridge size 32 mm ) 15mm quarter turn angular stop cock, 32 mm c. p. brass made waste coupling length 130mm and 32 mm c.p. brass made bottle trap size 200x300mm fittings and fixtures complete including painting of fittings and cutting and making good the wall and floors wherever required. 25.10.1 white vetrious china anti germ fluoro polymer coated wash basin size 190x600x435mm with table mounted single lever tall boy basin mixture, ( cartridge size 32mm. ) ( premium range ) 25.10.2 white vitreous china type anti germ fluoro polymer coated counter top wash basin size 510x400x135mm with tall boy basin mixture, ( cartridge size 32 mm ) . ( premium range ) 25.11 providing and fixing white vitreous china flat back anti germ fluoro polymer coated urinal ( inbuilt spreaders, bottle trap and ceramic waste coupling ) with 15mm brass pressmatic auto closing concealed urinal flush valve with wall flange ( decol technology, 400000 operation warranted ) i / c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . 25.11.1 white vitreous china anti germ fluoro polymer coated urinal size 670 x 330 x325 mm. ( premium range ) 25.11.2 white vitreous china anti germ fluoro polymer coated urinal size 475 x 320 x 730 mm. ( premium range ) 25.11.3 white vitreous china anti germ fluoro polymer coated urinal size 375 x 315 x 620 mm. ( premium range ) 25.12 providing and fixing white vitreous china flat back anti germ fluoro polymer coated urinal ( inbuilt spreaders, inbuilt bottle trap and inbuilt ceramic waste coupling ) with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.12.1 white vetrious china anti germ fluoro polymer coated urinal size 670 x 330 x325 mm with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock. ( premium range ) 25.12.2 white vetrious china anti germ fluoro polymer coated urinal size 330 x 345 x 610 mm with concealed sensotronic flushing valve for urinal complete set with installation box, ( premium range ) 25.13 providing and fixing white vitreous china flat back anti germ fluoro polymer coated urinal ( inbuilt spreaders, inbuilt bottle trap and inbuilt ceramic waste coupling ) with 15mm brass made pressmatic ( decol technology, 400000 operation warranted ) concealed flushing stop cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.13.1 white vetrious china anti germ fluoro polymer coated urinal size 730 x 480 x310 mm with 15mm brass made pressmatic auto closing concealed urinal flush valve with wall flange ( decol technology, 400000 operation warranted ) . ( premium range ) 25.14 providing and fixing white vitreous china flat back anti germ fluoro polymer coated urinal ( inbuilt spreaders, inbuilt bottle trap and inbuilt ceramic waste coupling ) with sensor complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required. 25.14.1 white vetrious china made flat back anti germ fluoro polymer coated urinal ( inbuilt spreaders, inbuilt bottle trap and inbuilt ceramic waste coupling ) size 710 x 480 x300 mm with sensor ( premium range ) 25.14.2 providing and fixing white vitreous china flat back anti germ fluoro polymer coated urinal size 710 x 310 x 485 mm ( inbuilt spreaders, bottle trap and ceramic waste coupling ) with inbuilt sensor for flushing. ( premium range ) 25.15 providing & fixing 8mm thick froasted urinal glass partition size 900x450mm brass made bracket with chrome plating. ( premium range ) 25.16 providing & fixing 8mm thick froasted urinal glass partition size height 900 mm top width 450mm and bottom width 300mm brass made bracket with chrome plating. ( premium range ) 25.17 providing & fixing plain bath tub of size 180x80x47cm body made of pmma ( poly methyl metha acrylate ) with 20mm wooden reinforcement. ( premium range ) 25.18 providing and fixing in position best indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) pillar cock. ( premium range ) 25.19 providing and fixing in position best indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) bib cock. ( premium range ) 25.20 providing and fixing in position best indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating. 10 micron and chrome plating 0.3 micron, quarter turn ) angular stop cock. ( premium range ) 25.21 providing and fixing in position best indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) concealed stop cock. ( premium range ) 25.22 providing and fixing in position best indian ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) wall mixer with 115mm bend. ( premium range ) 25.23 providing and fixing in position best indian ( bonut size 24mm, ceramic disc size 19mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) 3 in1 wall mixer . ( premium range sanitary ware ) 25.24 providing and fixing in position best indian c. p. brass made quarter turn ( ceramic disc size 25mm ) flush cock for indian w. c. ( orissa pan ) . ( premium range ) 25.25 providing and fixing in position best indian single lever auto mixing wall mixer ( cartridge size 40mm, nickel plating 0.10 micron and chrome plating 0.3 micron ) for shower area use only. ( premium range ) 25.26 providing and fixing in position best indian single lever auto mixing basin mixer ( cartridge size 32mm, nickel plating 0.10 micron and chrome plating 0.3 micron ) for wash basin area use only. ( premium range ) 25.27 providing and fixing in position best indian single lever auto mixing diverter ( cartridge size 47mm, nickel plating 0.10 micron and chrome plating 0.3 micron ) for shower area use only. ( premium range ) 25.28 providing and fixing in position best indian c. p. brass made spout ( nickel plating 0.10 micron and chrome plating 0.3 micron ) . ( premium range ) 25.29 providing and fixing in position best indian c. p. brass made shower arm length 300mm ( nickel plating 0.10 micron and chrome plating 0.3 micron ) . ( premium range ) 25.30 providing and fixing in position best indian c. p. brass made shower arm length 450mm ( nickel plating 0.10 micron and chrome plating 0.3 micron ) . ( premium range sanitary ware ) 25.31 providing and fixing in position best indian c. p. brass made shower arm length 600mm ( nickel plating 0.10 micron and chrome plating 0.3 micron ) . ( premium range sanitary ware ) 25.32 providing and fixing in position best indian shower rose 300mm dia body and face chrome plated, brass made body, silicon based rubbit cleaning nozzles. ( premium range sanitary ware ) 25.33 providing and fixing in position best indian shower rose 150mm dia, body and face chrome plated, brass made body, silicon based rubbit cleaning nozzles. ( premium range ) 25.34 providing and fixing in position best indian shower rose 200mm dia body and face chrome plated, brass made body, silicon based rubbit cleaning nozzles . ( premium range ) 25.35 providing and fixing in position best indian shower rose 240mm body and face chrome plated, brass made body, silicon based rubbit cleaning nozzles. ( premium range ) 25.36 providing and fixing in position best indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) 2 way bib cock . ( premium range ) 25.37 providing and fixing in position best indian health faucet with 8mm dia 1 meter long flexible tube and wall bracket with n. r. v. ( non return wall ) . ( premium range sanitary ware ) 25.38 providing and fixing in position best indian auto closing pillar cock ( with decol cartridge ) for wash basin use. ( premium range ) 25.39 providing and fixing in position best indian auto closing bib cock ( with decol cartridge ) for common area use. ( premium range ) 25.40 providing and fixing in position best indian auto closing urinal valve open type ( with decol cartridge ) for urinal use only. ( premium range ) 25.41 providing and fixing in position best indian auto closing urinal valve concealed type ( with decol cartridge ) for urinal use only. ( premium range ) 25.42 providing and fixing in position best indian auto closing wall mounted pillar cock ( with decol cartridge ) for wash basin use only. ( premium range ) 25.43 providing and fixing in position best indian auto closing 40mm flush valve ( for w. c. european and wall hung type ) concealed type ( with decol technology / cartridge ) . ( premium range ) 25.44 providing and fixing in position best indian auto closing 40mm dual flow ( 3.0 / 6.0 liter ) flush valve ( for w. c. european and wall hung type ) concealed type ( with decol technology / cartridge ) . ( premium range ) 25.45 providing and fixing in position best indian auto closing 32mm, flush valve ( for w. c. european and wall hung type ) concealed type ( with decol technology / cartridge ) . ( premium range ) 25.46 providing and fixing in position best indian sensotronic sensor faucet for wash basin use only. ( premium range ) 25.47 providing and fixing in position best indian sensotronic sensor faucet for urinal use only. ( premium range ) 25.48 providing and fixing in position best indian sensotronic sensor concealed type faucet for wall mounted water closet use only. ( premium range ) 25.49 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) single towel rail 300 mm long. ( premium range ) 25.50 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) single towel rail 600 mm long. ( premium range ) 25.51 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) swivel towel holder twin type. ( premium range ) 25.52 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) single towel ring square. ( premium range ) 25.53 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) soap dish holder. ( premium range ) 25.54 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) soap dispenser with metallic bottle. ( premium range ) 25.55 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) tumbler holder. ( premium range ) 25.56 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) toilet paper holder with flap. ( premium range ) 25.57 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) toilet roll holder. ( premium range ) 25.58 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) glass self size 600mm with toughened glass ( premium range ) 25.59 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) double coat hook. ( premium range ) 25.60 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) towel rake 600 mm. ( premium range ) 25.61 providing and fixing in position best indian c. p. brass made ( 0.3 micron chrome and 10 micron nickel plated ) w. c. brush holder. ( premium range ) 25.62 providing & fixing 8mm thick froasted urinal glass partition size 900x450mm brass made bracket with. ( premium range ) 25.63 wall hung basin: providing and fixing white vitreous china type anti germ fluoro polymer coated wall mounted wash basin with c.i. brackets, c. p. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm c.p. brass waste coupling length 130mm and 32 mm c.p. brass bottle trap size 200x300mm i / c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . ( premium range ) 25.63.1 white vetrious china anti germ fluoro polymer coated wall mounted wash basin size 550x400x200 mm. ( premium range ) 25.63.2 white vetrious china anti germ fluoro polymer coated wall mounted wash basin size 565x435x215 mm. ( premium range ) 25.63.3 white vetrious china anti germ fluoro polymer coated wall mounted wash basin size 575x470x190 mm. ( premium range ) 25.63.4 white vetrious china anti germ fluoro polymer coated wall mounted wash basin size 600x470x160 mm. ( premium range ) 25.63.5 white vetrious china anti germ fluoro polymer coated wall mounted wash basin size 635x430x190 mm. ( premium range ) 25.64 wall hung basin ; providing and fixing white vitreous china type anti germ fluoro polymer coated wall mounted wash basin with c.i. brackets, 15 mm c. p. brass pillar cock, 15mm quarter turn angular stop cock, 32 mm c.p. brass waste coupling length 130mm and 32 mm c.p. brass bottle trap size 200x300mm i / c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . ( premium range ) 25.64.1 white vetrious china anti germ fluoro polymer coated wall mounted wash basin size 635x430x190 mm. ( premium range ) 25.65 providing and fixing in position best indian, quarter turn table mounted sink mixer ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron ) . ( premium range ) 25.66 providing and fixing in position best indian, quarter turn wall mounted sink cock ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron ) . ( premium range ) 25.67 shower glass cubical: providing and fixing toughen glass shower enclosure conformed is 2553 ( part 1. 1990 ) or is 14900. 2000 or is 2835.1987 or is 14450. 2000 with c. p. brass 5 year warranted hardware, 19mm dia ss 304 grade stabilizer, all plastic parts of food grade plastic and all glass shall be toughened at 700 degree celsius and anti lime scale treated including painting of fittings, cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. ( premium range ) 25.67.1 providing and fixing 8 mm toughen glass wall to wall sliding shower enclosure size 1000mm x 2000mmx2000mm. ( premium range ) 25.67.2 providing and fixing 8 mm toughen glass made to measurement door openable ( inside / outside ) shower enclosure two parts size 800mm x 2000mm x1950mm. ( premium range ) 25.67.3 providing and fixing corner entry 6 mm toughen glass made to measurement shower enclosure size 1200mm x1200mm x 1950mm with aluminum profile on sides, shower enclosure with door sliding on both sides. ( premium range ) 25.68 shower panel : providing and fixing shower panel with anti finger point stainless steel body finish, inbuilt absolute butadiene styrene ( abs ) top shower with 60 nozzles and waterfall, embedded self, brass spout, multifunction water diverter for top shower, waterfall, hand shower, body jets, brass faucet body with thermostatic mixer. ( premium range ) 25.69 shower panel : providing and fixing shower panel of stainless steel structure, 200mm square overhead shower , 3 adjustable vertical jets ( round ) , mixer and diverter, hand shower with 1 metre long flexible tube. ( premium range ) 25.70 thermostat mixer : providing and fixing in position best indian, concealed high flow bath and shower mixer with thermostatic control cartridge ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic polymer material with anti scaled function ) . ( premium range ) 25.71 providing and fixing in position best indian, exposed wall mounted bath and shower mixer with thermostatic control cartridge with button attachment on spout with connecting legs and wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic polymer material with anti scaled function ) . ( premium range ) 25.72 providing and fixing in position best indian, eko exposed shower mixer ( wall mounted ) with thermostatic control cartridge, 115mm long bend pipe on lower side, connecting legs and wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic polymer material with anti scaled function ) . ( premium range ) 25.73 providing and fixing in position best indian, exposed shower mixer ( tub mounted ) with thermostatic control cartridge, with button attachment on spout with straight legs ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic polymer material with anti scaled function ) . ( premium range ) 25.74 providing and fixing in position best indian, 4 way diverter consisting of concealed body and wall flange for multiple shower working with one shut off position and 3 outlets for body shower, head shower and spout ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic polymer material with anti scaled function ) . ( premium range ) 25.75 providing and fixing in position best indian, thermostatic concealed high flow control valve with wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic polymer material with anti scaled function ) . ( premium range ) 25.76 medical faucets : providing and fixing in position best indian, single lever surgical purpose elbow action basin mounted mixer with extended operating lever without popup waste system with 450mm long braided hoses ( cartage size32mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) . ( premium range ) 25.77 providing and fixing in position best indian, surgical purpose elbow action pillar cock with extended operating lever. ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) ( premium range ) 25.78 providing and fixing in position best indian, surgical purpose elbow action wall mounted pillar cock with extended operating lever and wall flange. ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn ) . ( premium range ) 25.79 providing and fixing in position best indian, 692mm long, satin finish c. p. brass grab bar made of 304 grade ss i / c all nuts and screw ( 0.3 micron chrome and 10 micron nickel plated ) . ( premium range ) 25.80 providing and fixing in position best indian, satin finish, c. p. brass grab bar with left / right 90 degree angle, made of 304 grade ss i / c all nuts and screws. ( 0.3 micron chrome and 10 micron nickel plated ) . ( premium range ) 25.81 providing and fixing in position best indian, c. p. brass grab bar vertical swing, 304 grade ss made all nuts and screws. ( 0.3 micron chrome and 10 micron nickel plated ) . ( premium range ) 25.82 providing and fixing 8mm thick frosted safety glass urinal partition size 900mm height and 450mm width, fixed with c p brass bracket of appropriate size i / c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete. ( premium range ) 27.4 providing and fixing stainless steel plate 304 grade of 1.50mm thick, including writing with embossing of letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of engineer in charge. 27.5 providing and fixing of name plate for offices name of stainless steel plate 304 grade of 1.50mm thick, including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of engineer in charge. 27.6 providing and fixing aluminum composite panels silver colour with matte finish, 3mm thick, ( 0.25mm 2.5mm and 0.25mm ) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with 1.25m chromium plated steel pipe 15mm dia, compete as per direction of engineer in charge. 27.7 providing and fixing aluminum composite panels silver colour with matte finish, 3mm thick, ( 0.25mm 2.5mm and 0.25mm ) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of engineer in charge. 27.8 providing and fixing stainless steel english ( capital ) and hindi letters in standard pattern bellow type made with 1.20 mm thick stainless steel ( asi grade 304 ) depth of letter shall not be less than 30mm and rate includes welding / soldering of joints polishing, buffing and fixing on the wall, plate and beam surface at any height with necessary nut and bolts / fastener wherever is required complete as per direction of engineer in charge. 27.10 providing and fixing of prestressed vertically casted concrete panels ( both surfaces should be smooth and having grooves on both faces ) of m 40 grade of concrete of size 2100x300x50 mm having minimum 4 nos of high tensile steel wire as per is 6006:2014 of dia 3 mm placed horizontally in full length of panel with prestressed precast concrete column of m 40 grade of size 3000x150x150 mm having minimum 7 nos of high tensile steel wire as per is 6006:2014 of dia 3 mm placed vertically in full length to erect precast boundary wall panels to height 2100 mm from gl including excavation of pit of size 750x750x900 mm in all kind of soil except rock for erection of columns and grouting the pit with m 20 grade of concrete. manufacturing, transportation and installation at site all complete as per the direction of engineer in charge. 27.11 extra for every additional height of 0.3 m up to height of wall 3 m 28.35 providing and fixing of 3 seater stone bench made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal ( cost of pedestal to be paid separately ) etc. complete as per direction of engineer in charge. size: length 1500mm, width 600mm, legs height 500 mm, back support height 500mm. 28.36 providing and fixing of stone planter ( bench ) made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal ( cost of pedestal to be paid separately ) etc. complete as per direction of engineer in charge. size: length 1200mm, width 500mm, legs height 500 mm. 28.37 providing and fixing of stone table made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal ( cost of pedestal to be paid separately ) etc. complete as per direction of engineer in charge. size: length 1000mm, width 600mm, legs height 750 mm. 28.38 providing and laying c.c. pavement of mix m 25 with ready mixed concrete from batching plant including centering and shuttering complete. the ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, with wire brush etc. complete as per specifications and directions of engineer in charge.note: cement content considered in this item is @ 330 kg / cum. 29.1 preparation of site plan and location plan with total station surveying showing all individual structures and features like trees, roads, culverts, nallas, electric poles, telephone poles, sewer lines, chambers, water supply lines, hand pumps, well etc. complete along with showing location of roads proposed in master plan. i / c contours of entire area at 0.5 m. intervals using auto level, preparing of site plan in soft copy ( using autocad ) in suitable scale as desired by engineer in charge duly indicating north direction. rate includes providing 1 digital copy and six hard copies, one print on tracing film, khasra map duly showing the land and location plan ( index plan ) and google image of the land. rates are inclusive of transportation charges. ( work shall be got done through consultants duly empanelled with chief architect mp p.w.d. ) 29. 1.1 upto 1 hectare 29.1.2 1 hectare to 2 hectare 29.1.3 add extra for each additional one hectare or part there off 29.1.4 excavation of trial pit of size 1.20 m x 1.20 m with minimum depth of 0.9 m and maximum depth of 3.5m as directed by the engineer in charge. trial pit shall be taken at suitable location / locations as directed by engineer in charge and shall be indicated on the site plan showing details of soil strata. 29.2 preparation of double line plan after measurement of internal as well as external dimensions of existing buildings / structures and plotting the same in suitable scale as directed by engineer in charge. 29.3 preparing of double line plan for planning of addition and alteration work after measurement of internal as well as external dimensions and details of existing door window, ventilator openings and partitions, addition / alteration done previously in buildings / structures and plotting the same separately showing sectional elevations ( minimum two numbers ) and all elevations along with all relevant details like doors, windows stairs etc in suitable scale as directed by engineer in charge. the consultant shall also submit detailed condition survey report. 29.4 performing plate load test ( p.l.t. ) for determining soil bearing capacity ( sbc ) at site including submission of geotechnical report and recommending bearing capacity in accordance with is 1888 1982 ( without conveyance ) . 29.5 performing standard penetration test for determining soil bearing capacity ( sbc ) in accordance with is 2131 1981 and submission of geotechnical report on bearing capacity based on spt in accordance with is 6403 1981 ( without conveyance ) 29.6 transportation charges for transportation of geotechnical testing equipments for plate load test or standard penetration test upto a distance of 100km. ( upto 100km going and 100km returning from district h.q. both way ) rates are inclusive of loading and unloading of testing equipments and other incidental charges during both journeys to be paid only once for one set ( separate for plt or spt ) of testing. 29.6.1 up to 100km ( both way ) 29.6.2 add extra for distance beyond 100km and upto 150km. ( both way ) 29.6.3 add extra for every additional km beyond 150km ( both way ) 29.7 preparation of detailed estimate on the basis of the working drawing supplied by the department and current sor applicable, including computation of bill of quantities ( boq ) of material and supplying the same in six hard copies and one soft copy to the engineer in charge and if required revision of the same without any additional charges. ( work shall be got done through consultants duly empanelled with chief architect mp p.w.d. ) the estimate shall be prepared only in standard format prescribed as per appendix 14 of this sor. 29.8 preparation of dpr including site visit to verify contours & soil reports and preparation of master plan of campus including architectural working drawings and estimates in prescribed format as per appendix 14 of this sor to obtain aa; and there after architectural drawings for statutory approvals and detail drawings at construction stage; and as constructed drawings on completion of work the dpr. bifurcation of professional fee payable in stages as per this item shall be in accordance with list 1, list 2 & list 3. given in preambles of this chapter 3.all work such as preparation of dpr, working drawings, statuary drawings, details drawings and as constructed drawings shall be done by the same architect / consultant to ensure consistency in services, even if time required to complete all stages as per activity sheet exceeds the contract period. 29.9 preparation of the structure design & drawings by a structural engineer empanelled with the chief architect mp pwd on the basis of architectural drawings supplied / approved by the department, in accordance with relevant codes / manuals and according to the terms & conditions, prescribed in activity sheet no 1, list 4 given in annexure 14 appended with sor. design and drawing shall also include ‘tables’ for the bar bending schedules ( bbs ) and concrete / steel consumption. the design and drawing shall be submitted to the engineer in charge in six hard copies and one soft copy for execution. the payment shall be done in accordance with relevant stage in activity sheet and list. 29.9.1 first time design work 29.9.1.1 built up area upto 500 sqm 29.9.1.2 built up area more than 500 sqm and upto 3000 sqm 29.9.1.3 built up area more than 3000 sqm. 29.9.2 repetition of structural design of a structural design done by the structural himself or by any other structural engineer at different site, where s.b.c. or seismic zone is different. ( only plinth area payment to be paid ) 29.9.2.1 plinth area upto 500 sqm 29.9.2.2 plinth area more than 500 sqm and upto 3000 sqm 29.9.2.3 plinth area more than 3000 sqm 29.10 assessment of load carrying capacity and structural soundness of existing building mainly comprising of r.c.c. structure using existing information such a existing drawing, design and footing details, if available. the consultant shall carry out destructive / non destructive testing of structure at site including site investigation which may require opening of footings by digging adjoining ground fill and restore backfill structure after testing is done. this work shall be performed by a structural engineer ( proof checking ) empanelled with the chief architect mp pwd bhopal or any government engineering college. the rate shall include all charges for labour, testing, consultation of geotechnical consultant and site visit to carry out site testing per sqm ( built up area of wing / block of existing building where construction is proposed ) . 29.11 drafting structural drawing on the basis of the structural design supplied by the department in accordance with all relevant codes / manuals and as per is: 1893 2002 and is: 13920 1993 with updation. the work shall include making revision / compliance if any and obtaining approval of drafting work, without any additional cost within time specified by the engineer in charge or from the competent authority. the drawings for approval shall be submitted to the engineer in charge in two hard copies ( minimum size a 2 ) and there after fair drawings on 100 micron film along with seven copies of amonia prints ( minimum size a 1 ) and one soft copy. drawings shall be stamped and signed with the statement that drafted by me as per structural design done or got done by the department. note: this work can be done only through a person having qualification of diploma in civil engineering / be ( civil engineering ) and having certificate in autocad issued by autodesk or by its authorized institution....