BCD Schedule of Rate 2022 in Excel Free Download

इस Article में आप भवन निर्माण विभाग (Building Construction Department ) द्वारा जारी Schedule of Rates 2022 (अनुसूचित दर 2022) जो 1 जनवरी 2022 से प्रभावी है उसका excel formate को download कर सकते है और कोई भी SOR का Code या name Search कर उसका Rate पता कर सकते है ।



बहुत बार हम कोई estimate बनाते है तो हमे कुछ मद (Item) का rate पता नही होता है । और उसका rate Schedule में खोजना आसान नही होता है क्योंकि हजारो Item Schedule में है। लेकिन अगर आपके पास Schedule का excel formate है तो आप कोई भी item का कोड डालकर या item का नाम डालकर आसानी से एक बार मे ही खोज सकते है। आपको नीचे दिए गए टेबल मे एक serch का बॉक्स दिख रहा होगा उसमे आप item का कोड या नाम डालकर कोई भी आइटम search कर सकते है । या फिर इस टेबल के नीचे दिए गए excel को आप download भी कर सकते है।

Code
No.		DescriptionUnitRate
Rs.
.2.0 Earth Work
2.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m disposed soil to be leveled and neatly dressed :
2.1.1All Kinds of soil100sqm4611.7
2.2Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks , marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.
2.2.1All Kinds of soilcum386.6
2.3Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering .rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up ; in embankments for roads, flood banks, marginal banks, and guide banks etc . lead upto 50 m and lift upto
1.5 m.
2.3.1All Kinds of soilcum224
2.4Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.cum5.5
2.5Deduct for not watering the excavated earth for banking.cum16.7
2.6Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.
2.6.1AH Kinds of soilcum314.9
2.7Earth work in excavation over areas (exceeding 30 cm in depth, 1.5 in width as well as 10 sqm on plan ) including disosal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed :
2.7.1Ordinary rockcum468
2.7.2Hard rock (requiring blasting )cum703.6
2.7.3Hard rock (blasting prohibited)cum1132
2.8Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1All Kinds of soilcum360.7
2.9Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .
2.9.1Ordinary rockcum568.6
2.9.2Hard rock (requiring blasting)cum690.4
2.9.3Hard rock (Blasting Prohibited)cum1168.1
2.1Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.
2.10.1All kinds of soil.
2.10.1.1Pipes, cables etc, not exceeding 80 mm dia.m239.8
2.10.1.2Pipes, cables etc. exceeding 80 mm dia . But not exceeding
300mm dia.		m391.7
2.10.1.3Pipes , cables etc. exceeding 300m dia.m611.6
2.11"Extra for excavating trenches for pipes, cables etc.in all kinds of soil for depth exceeding 1.5 m , but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 meter.)metre126.2
2.12*Extra for excavating trenches for pipes, cables etc.in all kinds of soil exceeding 3 m in depth , but not exceeding 4.5 m.(Rate is over corresponding basic item for depth upto 1.5 meater.)m316.6
2.13.Excavating trenches of required width for pipes cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials , returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. stacking serviceable material for measurements and disposed ' of unserviceable material as directed, within a lead of 50 m:
2.13.1Ordinary rock :
2.13.1.1Pipes, cables etc. not exceeding 80 mm diam348.8
2.13.1.2Pipes, cables etc exceeding 80 mm dia but not exceeding
300 mm dia		m length of pipe863.7
2.13.1.3Pipes, cables etc exceeding 300 mm diam length of pipe1279.3
2.13.2Hard rock (requiring blasting)
2.13.2.1Pipes, cables etc. not exceeding 80 mm dia.m length of pipe414
2.13.2.2Pipes, cablets etc. exceeding 80 mm dia, but not exceeding
300 mm dia.		m length of pipe1025
2.13.2.3Pipes, cables tec. Exceeding 300 mm dia.m length of pipe1197.7
2.13.3Hard rock (blasting prohibited)
2.13.3.1Pipe, cables etc. not exceeding 80 mm dia.m length of pipe652.4
2.13.3.2Pipes, cables etc. exceeding 80 mm dia. But not exceeding
300 mm dia.		m length of pipe1614.2
2.13.3.3Pipes, cables etc. exceeding 300 mm dia.m length of pipe1859.2
2.14Extra for excavating trenches for pipes, cables, etc.in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m.(Rate is over corresponding basic item for depth upto 1.5 metre.)m length of pipe108.4
2.15Extra for excavating trenches for pipes, cables, etc.in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item. For depth upto 1.5 metre.)m length of pipe275.7
2.16Close timbering in trenches including strutting. Shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered):
2.16.1Depth not exceeding 1.5 m.sqm118.9
2.16.2Depth exceeding 1.5 m but not exceeding 3 m.sqm124.5
2.16.3Depth exceeding 3m but not exceeding 4.5 msqm138.2
2.17Close timbering in case of shafts, wells, cesspits, mannoies and the like including strutting, shoring and packing cavities (wherever required) complete (Measurements to.be taken of the face area timbered):
2.17.1Depth not exceeding 1.5 m.sqm127.1
2.17.2Depth exceeding 1.5 m but not exceeding 3 msqm140.8
2.17.3Depth exceeding 3 m but not exceeding 4.5 msqm155.3
2.18Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered):
2.18.1Depth not exceeding 1.5 m.sqm109.1
2.18.2Depth exceeding 1.5 m but not exceeding 3 msqm116.5
2.18.3Depth exceeding 3 m but not exceeding 4.5 m.sqm124.7
2.19Extra for planking, strutting and packing materials for cavities i(in close timbering) if required to be left permanently in position (Face area of timber permanently left to be measured)sqm1595.4
2.2Open timbering in trenches including strutting and shoring complete (Measurements to be taken of the face area timbered).
2.20.1Depth not exceeding 1.5 m.sqm61.1
2.20.2Depth exceeding 1.5 m but not exceeding 3 msqm65.2
2.20.3Depth exceeding 3 m but not exceeding 4. m.sqm71.8
2.21Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered):
2.21.1Depth not exceeding 1.5 msqm52.6
2.21.2Depth exceeding 1.5 m but not exceeding 3 msqm59
2.21.3Depth exceeding 3 m but not exceeding 4.5 msqrn67.3
2.22Open timbering over areas including strutting, shoring and use and waste of raking shores, complete (Measurements to be taken of the face area timbered)
2.22.1Depth not exceeding 1.5sqm36.8
2.22.2Depth exceeding 1.5 m but not exceeding 3 msqm41.4
2.22.3Depth exceeding 3 m but not exceeding 4.5 msqm48.5
2.23Extra for planking and strutting in open timbering if required to be left permanently in position (face area of the timber permanently left to be measured).sqm817.9
2.24Extra rates for quantities of works, executed:
2.24.1In or under water and/or liquid mud, including pumping out
water as required
Extra due to slow progress and dewatering: 20% of the rate
of item
(20% of the rate of the item. The extra percentage in rate is applicable in respect of each item but limited to quantities of work executed inmetre depth0.2
2.24.2In or under foul position, including pumping out water as required
Extra due to slow progress and dewatering: 25% of the rate of item
(25% of the rate of the item. This pertains to only such. Pumping of water as is envisaged at the time of tendering and don't include those that covered under contractual risk)metre depth0.25
2.25Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.Kl107.2
2.25(A)Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead.cum411.7
2.26Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering leadcum123.9
2.27Extra for every additional lift of 1.5 m or part thereof in :
2.27.1Ali kinds of soil.cum49.4
2.27.2Ordinary or hard rockcum88.6
2.28Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.cum287.3
2.29Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m
2.29.1All kinds of soil.100sqm1355.4
2,30Ploughing the existing ground to a depth ot 15 cm to 25 cm and watering the same:
2.30.1All kinds of soil.100sqm1348
2.31Excavating holes more than 0.1 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layer not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5m:
2.31.1All kinds of soil.hole120.1
2.31.2Ordinary rockhole187
2.31.3Hard rock(requiring blasting)hole223.7
2.31.4Hard rock (blasting prohibited)hole628.8
2.32Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.100sqm697.4
2.33Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.100sqm357.2
2.34Felling 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:
2.34.1Beyond 30cm girth upto and including 60 cm girthEach tree215.2
2.34.2Beyond 60 cm girth upto and including 120 cm girthEach tree948.7
2.34.3Beyond 120 cm girth upto and including 240 cm girthEach tree4377.9
2.34.4Above 240 cm girthEach tree8786.3
2.35Supplying chemical emulsion in sealed containers including delivery as
specified.
2.35.1Chlorpyriphos/Lindone emulsifiable concentrate of 20%litre200.9
2.37.Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL
anti-termites' treatrnent(including the cost of chemical emulsion)
2.37.1Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:
2.37.1.1With chlorpyriphos/Lindone E.C. 20% with 1% concentrationmetre39.9
2.37.2Along the external wall below concrete or masonry apron using chemical emulsion @ 2.55 litres per linear metre including drilling and plugging holes etc.
2.37.2.1With chlorpyriphos E.C. 20% with 1% concentrationmetre49.1
2.37.3Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing
floor.
2.37.3.1With Chlorpyriphos EC 20% with 1% concentrationsqm241.2
2.37.4Treatment of existing masonry using chemical emulsion@ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2(1 cement:2 coarse sand) to the full depth of the hole.
2.37.4.1With chlorpyriphos EC 20% with 1% concentrationmetre54
2.37.5Treatment at points of contact ot wood work by chemical emulsion chlordane. (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.metre270.2
2.38Deduct for disposed soil not levelled and neatly dressed.cum37.5
2.39Supply and stacking of Fly ash conforming to IRC- 58 at site, excluding carriage,loading , unloading & stacking up to any lead (measured stacks will be reduced by20% for payment).cum10
2.4Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer – in-charge, including compacting each layer by rolling/ ramming and watering , all complete as per drawing and direction of Engineer -in - charge.cum123.9
3.0 Mortars
2103Lime mortar 1:1:1 (1 time putty:1Surkhi:1 coarse sand)cum2349
2144Lime mortar 1:1:2(1 lime putty:1 surkhi:2coarse sand)cum1937.3
2104Lime mortar 1:2(1 time putty:2 surkhi)cum3090.2
2145Lime mortar 1:3(1 lime putty:3 surkhi)cum3046.8
2146Lime mortar 1:3(1 lime putty :3 coarse sand)cum1381.7
2110Cement Mortar 1:1 (1 cement : 1 fine sand).cum5159.6
2111Cement mortar 1:2 (1 cement :2 coarse sand )cum3638
2112Cement mortar 1:3(1 cement:3 coarse sand)cum2877.4
2113Cement mortar 1:4(1 cement:4 coarse sand)cum2279.5
2114Cement mortar1:5(1 cement:5 coarse sand)cum1957.6
2115Cement mortar 1:6(1 cement:6 coarse sand)cum1681.6
2128White cement mortar 1:2 (1 White cement :2 marble dust)cum9275.5
2128ACement mortar 1:2 (1 cement : 2 marble dust).cum4710.9
2125Cement lime mortar 1:1:3(1 cement :1 lime putty:3 coarse sand)cum3109.1
2126Cement lime mortar 1:1:6 (1 cement:1 lime putty:6 coarse sand)cum2191.5
4.0 Concrete Work
4.1Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.
4.1.11:1:2 ( 1 cement: 1 coarse sand:2 graded stone aggregate 20 mm nominal size)cum5687
4.1.21:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)cum4420.8
4.1.31:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)cum3998.1
4.1.41:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)cum3879.4
4.1.51:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum3434
4.1.61:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 40 mm nominal size)cum3279.8
4.1.81.4.8 (1 Cement :4 coarse sand :8 graded stone agregate 40 mm nominal size)cum2975.2
2010-04-01 00:00:001:5:10(1 Cement :5 coarse sand:10 graded stone aggregate 40 mm nominal size)cum2731.5
2011-04-01 00:00:001:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ coarse sand (zone-III) : 9 graded stone aggregate 40 mm nominal size)cum3021.1
2012-04-01 00:00:001:2½:4:11 (1 ordinary portland cement : 2½ Fly ash : 4 coarse sand (zone-III) :11 graded stone aggregate 40 mm nominal size)cum2745
4.2Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns,piers, abutments,pillars,post.struts,buttresses, string or lacing courses,parapets, coping,bed blocks, anchor blocks, plin window sills, fillets etc. upt floor five level excluding the cost of centring,shuttering and finishing:
4.2.11:1:2 (1 Cement:1 coarse sand : 2 graded stone aggregate 20 mm nominal size)cum6855.6
4.2.21:1.5:3(1 Cement: 1:5 coarse sand : 3 graded stone aggregate 20 mm nominal size)cum5584.2
4.2.31:2:4 (1 Cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size)cum5128.3
4.2.41:2:4(1 Cement :2 coarse sand :4 graded stone aggregate 40 mm nominal size)cum5009.6
4.2.51:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)cum4564.2
4.2.61:3:6 (1 Cement :3 coarse sand:6 graded stone aggregate 40 mm nominal size)cum4410
4.3Centring and shuttering including strutting,propping etc. and removal or form work for
4.3.1Foundations,footings, bases Columnssqm211.1
4.3.2Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.sqm608.8
4.3.3Columns, piers.abutments, pillars,posts and strutssqm494.4
4.4Providing and faying cement concreate in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing.
4.4.11:2:4 (1 Cement :2 coarse sand :4 grade stone aggregate 20 mm nominal size)cum3998.1
4.4.21:3:6 (1 Cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)cum3434
4.4.31:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)cum4420.8
4.5Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete.
4.5.11:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).cum5341.1
4.5.21:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).cum4918.5
4.5.31:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).cum4343
4.6Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering, shuttering complete.
4.6.11:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).cum3723.2
4.7Providing and fixing up to floor five level precast cement concrete solid block,including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete.
4.7.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).cum7394
4.8Providing and fixing up to floor five level precast cement concrete hollow block,including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete.
4.8.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size).cum7053.2
4.9Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.Nos588.6
4.1Providing and laying damp-proof Course 40 mm thick with cement concrete 1:2:4(1 cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size)sqm210.45
4.11Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size)sqm245.6
4.12Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers.per 50 kg cement57.16
4.13Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg. per square metre on damp oroof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.sqm143.7
4.14Extra for concrete work in superstructure above floor V level for each four floors of part thereof.cum638.2
4.15Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete (The quantity will be calculated by multiplying the depth measured form the sub-soil water level upto centre of graity of concrete under sub-soil water water level with quantity of concrete in cum executed uder sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.)cum per m depth473.5
4.16Extra for laying conrete in or under foul positions.cum187.1
4.16AExtra for using 12.5/10 mm nominal size graded/single size stone aggregate instead of 20 mm nominal size graded stone aggregate in cement concrete/reinforced cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)cum56.1
4.17Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.sqm436.6
4.18Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring/ water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in-Charge.per 50 kg cement61.9
4.19Providing and laying in position ready mixed plain cement concrete, using fly ash and 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 specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the 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.
Note : (1) Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In
case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor
shall have discretion to either re-design the mix or bear the cost of extra cement.
(2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC.
4.19.1All works upto plinth level
4.19.1.1M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)cum4897.8
4.19.1.2M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)cum4892.5
4.19.2All works above plinth and upto floor V level:
4.19.2.1M-15 grade plain cement concrete (cement content
considered @ 240 kg/cum)		cum5818.1
4.19.2.2M-10 grade plain cement concrete (cement content
considered @ 220 kg/cum)		cum5692.4
4.2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement.
4.20.1All works upto plinth level :
4.20.1.1M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)cum5041.7
4.20.1.2M-10 grade plain cement concrete (cement content
considered @ 220 kg/cum)		cum4916
4.20.1.3M-20 grade plain cement concrete (cement content considered @ 270 kg/cum)cum5230.3
4.20.1.4M-25 grade plain cement concrete (cement content considered @ 300 kg/cum)cum5418.9
4.20.2All works above plinth and upto floor V level :
4.20.2.1M-15 grade plain cement concrete. (cement content
considered @ 240 kg. /cum		cum5440.2
4.20.2.2M-10grade plain cement concrete. (cement content
considered @ 220 kg. /cum		cum5314.5
4.20.2.3M-20 grade plain cement concrete (cement content considered @ 270 kg/cum)cum5628.8
4.20.2.4M-25 grade plain cement concrete (cement content considered @ 300 kg/cum)cum5817.4
5.0 Reinforced Cement Concrete
5.1Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level
5.1.11:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size)cum5961.9
5.1.21:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)cum4688.3
5.1.31:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size)cum4232.4
5.2Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.
5.2.11:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size)cum6943.5
5.2.21:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)cum5670
5.2.31:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size)cum5214.1
5.3Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).cum5335.9
5.4Providing and laying upto floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centring,shuttering, finishing and reinforcement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size).cum4947.4
5.5Reinforced cement concrete work in arhes, archribs, domes, vaults, shells, folded plate and roofs having slope more than 150 upto floor five level excluding the cost of centring. Shuttering. Finishing and
reinforement with 1:2:4(1 cement:2 coarse sand :4 graded stone
aggregate 20mm nominal size)		cum5677.1
5.6Reinforced cement concrete work in chimnys shafts, upto floor five level excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)cum5324.7
5.7Reinforced cement concrete work in well-steining excluding the cost of centrin,shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)cum4032.1
5.8Reinforced cement concrete work in Vertical and Horizontal fins individually or forming box louvers, facias and eaves boards upto floor five level eciuding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement:1.5coarse sand: 3graded stone aggregate 20mm nominal size)cum5232.7
5.9Centring and shuttering including strutting,propping etc. and removal of form for.
5.9.1Foundations, footings, bases of columns etc. for mass concrete.sqm211.6
5.9.2Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.sqm375.1
5.9.3Suspended floors, roots, landings, balcnies and access platform.sqm437.5
5.9.4Shelves (Cost in situ)sqm437.5
5.9.5Lintels, beams, plinth bams, griders, bressumers and contilevers.sqm404.7
5.9.6Columns,Pillars, Piers, Abutments, Posts and Strutssqm494.4
5.9.7Stairs,(excluding landings) except spiral-staircaces.sqm439.9
5.9.8Spiral staircases (including landing)sqm403.9
5.9.9Arches,domes,vaults upto 6m spansqm1128.6
2010-05-09 00:00:00Extra for arches,domes, vaults exceeding 6 m spansqm558.1
2011-05-09 00:00:00Chimneys and shaftssqm608.8
2012-05-09 00:00:00Well steiningsqm276.8
2013-05-09 00:00:00Vertical and horizontal fins individually or forming box louvers band, facias and eaves boardssqm646.7
2014-05-09 00:00:00Extra for shuttering in circular work (20% of respective centring and shuttering items)sqm20.2
2015-05-09 00:00:00Small lintels not exceeding 1.5 m clear span, mouldings as in cornoces, window sills, string, courses, bands, copings, bed plates, anchor blocks and the like.sqm224.2
2016-05-09 00:00:00Edges of slabs and breaks in floors and walis-
5.9.16.1Under 20 cms widem130.2
5.9.16.2Above 20cm widesqm570.7
2017-05-09 00:00:00Cornices and mouldingssqm625.2
2018-05-09 00:00:00Small surfaces such as cantilever ends,brackets and ends of steps, caps and bases to pilasters and columns and the likesqm537.2
2019-05-09 00:00:00Weather shade,Chajjas, corbels etc. including edgessqm550.9
2020-05-09 00:00:00Suspended floors, roofs, landings, balconies and access platform with water proofply 12 mm thick.sqm544.6
2021-05-09 00:00:00Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick.sqm518.9
5.1Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer-in charge
5.10.112 mm dia & 100 mm lengthsets135.7
5.10.212 mm dia & 150 mm lengthsets149.1
5.10.320 mm dia & 150mm lengthsets161.2
5.10.420 mm dia & 225 mm lengthsets174.5
5.11Extra for additional height in centring, shuttering wherever required with adequate bracing, propping etc. including cost of de-shutering and de centring at all levels over a height of 3.5 m ,for every additional height of 1 metre or part thereof (Plan area to be measured)
5.11.1Suspended floors, roots, laning, beams and balconies (Plan
area to be measured)		sqm174
5.12Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm
nominal size).		cum5530.2
5.13Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span up to floor five level,including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).cum8121
5.14Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).cum9269.8
5.15Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in lintels, beams and bressumers including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but excluding the cost of reinforcement with, 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal
size).		cum7586.3
5.16Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarsesand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size).cum12135.3
5.17Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in vertical & horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).cum6374.8
5.18Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits.
5.18.150 mm thicksqm1062.7
5.18.240 mm thicksqm936.2
5.18.325 mm thickcum835.8
5.19Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3raded stone aggregate
12.5 mm nominal size),including centering and shuttering complete but excluding cost of reinforcement.		cum8657.6
5.2Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size, including centering and shuttering but, excluding cost of expanded metal and hangers.cum5072.3
5.21Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25 mm wide 1:6 mm thich weighing 3.64 kg. er sqm for encasing of roiled steel sections in beams, columns and grillages excluding cost of hangerssqm425.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
5.22.1Mild steel 6.00 mm diakg96.7
5.22.1AMild steel 5.5 mm diakg95.7
5.22.1BMild steel 6.0 mm diakg96.7
5.22.1CMild steel 6.5 mm diakg96.7
5.22.1DMild steel 7.0 mm diakg97.3
5.22.1EMild steel 8.0 mm diakg97.1
5.22.1FMild steel 10.0 mm diakg96.7
5.22.1GMild steel 12.0/12.7 mm diakg96.7
5.22.7Thermo-Mechanically Treated bars (FE-500) 20mm dia.kg91.7
5.22.7AThermo-Mechanically Treated bars TMTC-500-8mm dia.kg94.5
5.22.7BThermo-Mechanically Treated bars TMTC-500-10mm dia.kg92.6
5.22.7CThermo-Mechanically Treated bars TMTC-500-12mm dia.kg90.8
5.22.7DThermo-Mechanically Treated bars TMT Fe-500-I6mrn dia.kg91.7
5.22.7EThermo-Mechanically Treated bars TMT Fe-500-20mm dia.ky91.7
5.22.7FThermo-Mechanically Treated bars TMT Fe-500-25rnm dia.kg91.7
5.22.7GThermo-Mechanically Treated bars TMT Fe-500-28mm dia.kg91.7
5.22.7HThermo-Mechanically Treated bars TMT Fe-500-32mm dia.kg91.7
5.22.7 IHard drawn steel wire fabrickg87.9
5.23Extra for RCC work in superstructure above floor V level for each four floors or part thereof.cum638.2
5.23ASmooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).sqm127.2
5.24Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2(1 cement:2 coarse sand) including a floating coat of neat cement and protecting the surface with a layer of 7.5cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same.sqm75.5
5.25Providing and fixing in position copper plate as per design for expansion joints.kg718.5
5.26Providng and filling in position, blown bitumen in expansion joints.100m(Length) x1cm(Wide)x
1cm(Depth)		584.8
5.27Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg, of c ement and 0.25 cubicmetre of coarse sand for expansion joints,100m(Length) x1cm(Wide)x 1cm(Depth)241.07
5.28Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound grade A in expansion joints.100m(Length) x1cm(Depth)535
5.29Providng and fixing sheet covering over expansion joints with iron screws
as per design to match the colour/shade of wall treatment,
5.29.1Non -Asbestos Fibre cement board 6 mm thickas per
IS:14862
5.29.1.1150 mm widem142.6
5.29.1.2200mm widem191.6
5.29.2Aluminium fluted strips 3.15 mm thick
5.29.2.1150 mm wide.m454.5
5.29.2.2200 mm widem603.7
5.3Add for plaster drip course/groove in plastered surface or moulding to
R.C.C. projections.		m34.2
5.31Extra for laying reinforced cement concrete in or under water and/or liquid mud including cost or pumping or bailing out water and removing slush etc. complete.(Rate same as per item No, 4.29)
Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to
0.1 m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions.		cum473.5
5.32Extra for laying reinforced cement concrete in or under foul positions.cum187.1
5.33AProviding and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete
5.33A.1All work upto plinth levelcum4756.9
5.33A.2All works above plinth level upto floor V level
5.33A.2.1Walls columns, pillars, posts cind strutscum5293.5
5.33A.2.2Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral
staircases, shelves etc.		cum5677.2
5.33A.3Extra for R.C.C work above floor V level for each four floors or part
thereof.		cum638.2
5.33BAdd or deduct for providing richer or leaner mixes respectively at all floor levels.
5.33B.1Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.cum164.5
5.33B.2Providing M-30 grade R.C.C. instead of M-20 grade R.C.C.cum225.4
5.33B.3Providing M-35 grade R.C.C. instead of M-20 grade R.C.C.cum274.16
5.33B.4Providing M-15grade R.C.C instead of M-20 grade R.C.C.cum383.8
5.33 :Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
5.33.1All works up to plinth level
5.33.1.1Concrete of M-25 grade with minimum cement content of 330
kg/cum		cum5063.4
5.33.1.2Concrete of M-30 grade with minimum cement content of 350
kg/cum		cum5189.1
5.33.1.3Concrete of M-35 grade with minimum cement content of 370
kg/cum		cum5243.7
5.33.1.4Concrete of M-40 grade with minimum cement content of 390
kg/cum		cum5440.6
5.33.1.5Concrete of M-45 grade with minimum cement content of 400
kg/cum		cum5503.4
5.33.1.6Concrete of M-50 grade with minimum cement content of 410
kg/cum		cum5566.3
5.33.2All work above Plinth level upto floor V Level.
5.33.2.1Concrete of M-25 grade with minimum cement content of 330
kg/cum		cum5863.2
5.33.2.2Concrete of M-30 grade with minimum cement content of 350
kg/cum		cum5989
5.33.2.3Concrete of M-35 grade with minimum cement content of 370
kg/cum		cum6114.7
5.33.2.4Concrete of M-40 grade with minimum cement content of 390 kg/cumcum6240.4
5.33.2.5Concrete of M-45 grade with minimum cement content of 400 kg/cumcum6303.3
5.33.2.6Concrete of M-50 grade with minimum cement content of 410 kg/cumcum6362.3
5.35Add for using extra cement in the items of design mix over and above the specified cement content there in.quintel609.3
5.36Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular,as per design and shape for floors and roofs in 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 10 mm nominal size derived from natural sources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement.cum17166.6
5.37Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete by using 330 kg of cement per cum of concrete.
5.37.1All works up to Plinth levelcum5562.4
5.37.2All works above Plinth level up to floor five level.cum6372
5.38Extra for R.C.C/ B.M.C/ R.M.C. work above floor V level for each four
floors or part thereof.		cum281
5.4Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and 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 specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. NOTE
(1) Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC.
5.40.1 All works up to Plinth level
5.40.2 All works above plinth & up to floor V level.		cum5463.6
cum6391.7
5.41Supplying 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.
5.41.1Non pigmented wet curing compound.sqm118
5.41.2Pigmented wet curing compound.134.1
5.42/5.51Providing and fixing tapered / parallel threaded couplers conforming to IS code on Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement – Specification, to reinforcement bars including threading,enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per direction of Engineer-in-Charge . (The length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made).
5.42.1/
5.51.1		Coupler for 16 mm diameter reinforcement bar.each102.6
5.42.2/5.5
1.2		Coupler for 20 mm diameter reinforcement bar.each143
5.42.3/
5.51.3		Coupler for 25 mm diameter reinforcement bar.each205
5.42.4/
5.51.4		Coupler for 28 mm diameter reinforcement bar.each239.8
5.42.5/
5.51.5		Coupler for 32 mm diameter reinforcement bar.each288.8
5.43Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints.
5.43.1/
5.52.1		200 mm wide.metre685.9
5.43.2/
5.52.2		300 mm wide.metre992.1
5.44Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. 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 -in-Charge .(Material shall confirm to ASTM 6063).
5.44.1Floor Joint of 100 mm gap.metre5657.7
5.44.2Floor Joint of 150 mm gap.metre6950.1
5.44.3Floor Joint of 200 mm gap.metre8931.6
5.45Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221-
02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063).
5.45.1Wall Joint of 100 mm gap.metre4693
5.45.2Wall Joint of 150 mm gap.metre5296.4
5.45.3Wall Joint of 200 mm gap.metre6129.9
5.46Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions.The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. 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.
5.46.1Roof Joint of 100 mm gap.metre5281.7
5.46.2Roof Joint of 150 mm gap.metre5890.5
5.46.3Roof Joint of 200 mm gap.metre7055.8
5.47Providing and fixing in position factory made precast RCC M-40 doors and windows frames having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed
M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for recieving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in charge. (The cost of hold fast and cc block of 1:3:6 mix is also included in the item.) The frame shall be measured in running meter correct to two places of decimal.
5.47.1Door frame 125 mm x 60 mm.metre544.7
5.47.2Door frame 100 mm x 60 mm.metre501.5
5.47.3Door frame 85 mm x 60 mm.metre481.2
5.48Providing and laying Reinforced cement concrete for construction of piers,abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all locations with specified grade using Ordinary Portland Cement (conforming to strength requirement of IS:8112) including the cost of steel centering and shuttering etc. complete including testing of materials etc. for casting pier & pier cap in one/two stage, necessary tools, plants, machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Cement content considered in this item is
480 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately.
5.48.1Reinforced Cement Concrete M50.cum5352.3
5.48.2Reinforced Cement Concrete M60.cum6591.7
5.48.3Extra for using M50/M60 grade self-compacting Reinforced
Cement Concrete.		cum598.1
5.49Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade using minimum 400 kg. cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in- charge, for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in pannels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc. including filling the depression/ cavities with sound concrete etc. complete and as directed by the Engineer-in- charge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approveddesign and as directed by the Engineer-in- charge, .but excluding the cost of reinforcement and inserts. (rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work as directed by the Engineer-in-charge), However, the actual area of the diaphragm wall, correct to two places of decimal, from design bottom level to the design cut off level (including portion anchored in the rock upto the design bottom level) only shall be measured for payment.
5.49.1Excess/less cement used for design mix including the extra cement required for under water concreting is payable / recoverable separately.cum13660.7
6.0 Brick Work(A)
6.1ABrick work with bricks of class designation 100A in foundations and plinth in :
6.1.12/1Cement mortar 1 .:4 (1 cement: 4 coarse sand )cum5017.9
6.1.14ACement mortar 1:6 (1 cement: 6 coarse sand )cum4819.9
6.3AExtra for Brick work in superstructure above plinth level upto floor V
cum		cum842.2
6.4AExtra for brick work in superstructure above floor V level for each four floors or part there of.cum638.2
6.11AExtra for forming cavity 5cm to 7.5cm wide in cavity wall with necessary weep and vent holes including use of cores and cast of providing and fixing bitumansttc coted m.s. toles 300mmlong of 25mmx3mmsection at not less than 3 tiles per sqm as per approved
design.		sqm116.6
6.12AProviding half brick masonry with bricks of class designation 100A in cement mortar 1:3 (1 cement: 3 coarse sand ) in supersturcture for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10cmm/11.4cm wide bitumen felt type 3 grade 1 .per m209
6.13ABrick work 7cm thick with brick of class designation 100A cement mortar 1:3 (1 cement: 3 coarse sand) in super structuresqm482
6.15ABrick work in plain arches in superstructure including centring and shuttering complete for span upto 6 metres with bricks of class designation 100A in cement mortar 1:3(1 cement:3 coarse sand )cum8353.1
6.16ABrick work in gauged arches in superstructure in cement mortar 1:3 (1 cement:3 coarse sand) including centring and shutierning complete. Span upto 6 metres withcum10172.7
6.17AExtra for additionaLcost of centring for arches exceeding 6 mspan including all shuttering , Bolting , wedging and removaL(Area of the soffit to be measured ).sqm568.2
6.18AHalf brick masonry with bricks of class designation 100A in foundations and plinth in :
6.18.3ACement mortar 1:3 (1 cement: 3 coarse sand)sqm621.5
6.18.4ACement mortar 1:4 (1 cement: 4 coarse send)sqm599.3
6.19AExtra for half Brick masonry in superstructure above pinth level upto
floor V level.		sqm89.7
6.20AExtra for half brick masonry in superstructure. Above floor V level for every four floors or part there ofsqm80.2
6.21AExtra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks)sqm113.6
6.23ATile brick masonry with tile bricks of class desgnation 100 in
foundation and plinth in :
6.23.7ACement mortar 1:4 (1 cement :4 coarse sand)cum8749.6
6.23.8ACement mortar 1.6 (1 cement :6 coarse sand)cum8432.8
6.24AExtra for tile bricks masonry with tile bricks of class designation 100A in superstructure fromplinth leveLupto floor five level.cum837.5
6.25AExtra for tile brick masonry with tile bricks of class designation 100A in superstructure above floor five level for every four floor or part thereof,cum638.2
6.29ATile brick masonry with bricks of class desigation 100 in plain arch work superstructure in cement mortar 1:4 (1 cement: 4 cocum11973.8
6.30ATte brick masonary with tile bricks ot class designation 100A in gauded arch work in superstucture in cement mortar 1:4 (1 cement: 4 coarse sand ) including centring and shuttering complete.cum13694.8
6.31ATile brick masonry work 5 cm thick with tile bricks of class designation
100A in cement mortar 1:3 (1 cement: 3 coarse sand ) in superstructure .		sqm546.1
6.32 AHoney- comb brick work 10/11.4 cm thick with bricks of class designation 100A in cement mortar 1:4 (1 cement: 4 coarse sand )sqm441.4
6.39AExtra for brick work in under water mud or liquid mud including cost of pumping or bailing out water - slush etccum473.5
6.41ABrick work with selected bricks of class designation 100A in exposed brick work including making horizontal and vertical irooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortars 1:6(1 cement: 6 corse sand)cum4925.2
6.45AExtra for exprosed brick work in superstructure above plinth level and upto floor level. 0.75 x 1.5 = 1.13cum1068
6.47AProviding 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,Per m1087.9
6.48AProviding 150mm wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 125mm apron concrete (1: 4:8), over one brick designation 100-A flat soling in proper grade and slope at the base, the drain duly plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,Per m582.5
6.38Providing and laying Autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand).The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.cum6233.2
6.40Providing 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 manufacturers specifications in superstructure above plinth level up to floor V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2sqm799.9
6.41Extra for Gypsum panel partitions in superstructure above floor V level for every four floors or part there of.sqm73.6
6.44Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).metre42.9
6.47Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).cum5350
6.0 Brick Work(B)
6.1BBrick work with bricks of class designation 100B in foundations and plinth in :
6.1.12BCement mortar 1.:4 (1 cement: 4 coarse sand )cum4738.3
6.1.14BCement mortar 1:6 (1 cement: 6 coarse sand )cum4540.3
6.3BExtra tor Brick work in superstructure above plinth level upto floor V
cum		cum803.2
6.4BExtra for brick work in superstructure above floor V level for each four floors or part thereof.cum638.2
6.11BExtra for forming cavity 5cm to 7.5cm wide in cavity wall with necessary weep and vent holes including use of cores and cast of providing and fixing bitumanstic coted m.s. toles 300mm long of 25mm x 3mm section at not less than 3 tiles per sqm as per approvedsqm113.4
6.12Bdesign.
Providing half brick masonry with bricks of class designation 100B in
cement mortar 1:3 (1 cement: 3 coarse sand ) in supersturcture for closing cavity 5 to 7.5 cm wide bitumen felt type 3 grade 1 .		m208.7
6.13BBrick work 7cm thick with brick of class designation 100B cement mortar 1:3 (1 cement: 3 coarse sand) in super structuresqm459.8
6.15BBrick work in plain arches in superstructure including centring and shuttering complete for span upto 6 metres with bricks of class designation 100B in cement mortar 1:3(1 cement: 3 coarse sand )cum8040.5
6.16BBrick work in gauged arches in superstructure in cement mortar 1:3 (1 cement:3 coarse sand) including centring and shutterning complete. Span upto 6 metres withcum9835.6
6.17BExtra for additionaLcost of centring for arches exceeding 6 mspan ' including alLshuttering . Bolting , wedging and removai_(Area of the soffit to be measured ).sqm568.2
6.18BHalf brick masonry with bricks of class designation 100B in foundations and plinth in :
6.18.3BCement mortar 1:3 (1 cement: 3 coarse sand )sqm587.7
6.18.4BCement mortar 1:4(1 cement: 4 coarse send )sqm565.5
6.19BExtra for half Brick masonry in superstructure above pinth level upto floor V level.sqm89.7
6.20BExtra for half brick masonry in supersrructure. Above floor V level for every four floors or part there ofsqm73.6
6.21BExtra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks)sqm113.2
6.23BTile brick masonry with tile bricks of class desgnation 100 in foundation and plinth in :
6.23.7BCement mortar 1:4 (1 cement :4 coarse sand)cum8741.7
6.23.8BCement mortar 1.6 (1 cement :6 coarse sand)cum8424.9
6.24BExtra for tile bricks masonry with tile bricks of class designation 100B in superstructure fromplinth feve! upto floor five level.cum837.5
6.25BExtra for tile brick masonry with tile bricks of class designation 100B in superstructure above floor five level for every four floor or part thereof.cum638.2
6.29BTile brick masonry with bricks of class desigation 100 in plain arch work superstructure in cement mortar 1 ;4 (1 cement: 4 coarse sand ) including centring and shuttering complete.cum11956.3
6.30BTie brick masonary with tile bricks of class designation 100B in gaudecf arch work in superstucture in cement mortar 1:4 ( 1 cement: 4 coarse sand ) including centring and shuttering complete.cum13710.2
6.31BTile brick masonry work 5 cm thick with tile bricks of class designation 100B in cement mortar 1:3 (1 cement: 3 coarse sand ) in superstructure ,sqm593.2
6.32BHoney- comb brick work 10/11.4 cm thick with bricks of class designation 100B in cement mortar 1:4 (1 cement: 4 coarse sand )sqm405.3
6.39BExtra for brick work in or under water mud or liquid mud including cost of pumping or bailing out water — slush etccum473.5
6.41 BBrick work with selected bricks of class designation 100B in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortars 1:6(1 cement: 6 corse sand)cum4621.8
6.45BExtra for exprosed brick work in superstructure above plinth level and upto floor level. 0.75 x 1.5 = 1.13cum1039.42
6.46BBrick work with clay fiyash bricks of class designation 100B in superstructure above plinth level upto floor five level in .
6.46B.1Cement mortar 1:4 (1 cement: 4 coarse sand )cum5526.8
6.46.14BCement mortar 1:6' (1 cement: 6 coarse sand )cum5328.8
6.0 FLY ASH Brick Work (C)
6.1CBrick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :
6.1.12CCement mortar 1.:4 (1 cement: 4 coarse sand )cum5116.3
6.1.14CCement mortar 1:6 (1 cement: 6 coarse sand )cum4923
6.3CExtra tor Brick work in superstructure above plinth level upto floor V
cum		cum842.2
6.4CExtra for brick work in superstructure above floor V level for each four floors or part thereof.cum638.2
6.45Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level.
6.45.1Cement mortar 1 : 3 (1 cement : 3 coarse sand)sqm723
6.45.2Cement mortar 1 : 4 (1 cement : 4 coarse sand)sqm700.8
6.0 Brick Work with Lime Mortar (D)
6.1DBrick work with bricks of class designation 100A in foundations and plinth in :
6.1.12DLime mortar (1:1:1) (1 limeputty: 1shukhi:1coarse sand )cum5138.2
6.1.14Dlime mortar mortar 1:1:2(1 limeputty: 1 surkhi:2 coarse sand ) Details of cost for 1 cumcum5674.9
7.0 Stone Work
A7.1Dressing of sand stone for ashlar cyclopean-10cudm69.7
A7.2Dressing of sand stone for moulded work10cudm144.6
A7.3Dressing of sand stone for ashlar puncheol ordinary work10cudm59.06
A7.4Dressing of sand stone m arch dome's or circular moulded work10cudm174.9
A7.5Dressing of sand stone for ashlar moulded and currved colonic10cudm237.5
A7.6Dressing of sand stone------sqm688.3
A7.7Fixing charges for stone work including pointing10cudm69.8
A7.8Fixing charges for stone in veneer work .sqm808.8
7.1Random rubble masonry with hard stone in fourdation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size ) at plinth level with .
7.1.1Cement mortar 1:6 (1 cement: 6 coarse sand )cum4425.2
7.2Extra for random rubble masonry with hard stone in spuerstructure above plinth level and upto floor five level, including leveling up with cement concreter 1:6:12 ( 1 cement: 6 coarse sand : 12 graded . stone aggregate 20 mm nomiinal size ) at window sills , ceiling level and the like .cum854.9
7.3Extra for random rubble masonry with hard stone in superstructure above floor V levei for every four floors or part therof .cum818.8
7.4Extra for random rubble masonry with hard stone in .
7.4.1Square or rectangular pillarscum401.2
7.4.2Circular pillarscum1351.6
7.5Extra for random rubble masonry with hard stone curved on plan for ad mean radius not exceeding 6 m .cum531.8
7.6Coursed rubble masonry (fist sort) with hard stone in foundation and plinth with .
7.6.1Cement mortar 1:6(1 cement: 6 coarse sand )cum5205.6
7.7Coursed rubble masonry (second sort) with hard stone in foundation & plinth with
7.7.1Cement mortar 1:6 (1 cement: 6 coarse sand )cum4837.6
7.8Extra for coursed rubble masonry with hard stone (first or second sort) in superstructue above plinth level and upto floor five level .cum978.4
7.9Extra for coursed rubble masonry with hard stone (first or second sort} in superstructure above floor V level for every four floor's or part thereof.cum818.8
7.1Extra for coursed rubble masonry with hard stone (first or second sort) in :
7.10.1Square or rectangular pillarscum445.7
7.10.2Circular pillarscum1526.9
7.11Extra for coursed rubble masnory with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m .cum#REF!
7.12Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6{1 cement: 6 coarse sand ) including pointing with cement mortar 1 2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade .
7.12.1One face dressed
7.12.1.1Red sand stonecum34174.6
7.12.1.2White sand stonecum55835.3
7.12.2Both face dressed
7.12.2.1Red sand stonecum43500
7.12.2.2White sand stonecum65160.7
7.13Stone work plain ashlar in arches in cement mortar 1:3 (1 cement: 3 coarse sand ) including centring, shuttering and pointing with white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade .
7.13.1One face dressed
7.13.1.1Red sand stonecum39657.4
7.13.1.2White sand stonecum61962.1
7.13.2Both face dressed
7.13.2.1Red sand stonecum48982.8
7.13.2.2White sand stonecum71276.2
7.14Stone work plain ashlar in domes in cement mortar 1:3 {1 cement: 3 coarse sand ) including centring, shuttering and pointing with white cement mortar 1:2(1 white cement: 2 stone dust} with an admixture of pigment matching the stone shade .
7.14.1One face dressed
7.14.1Red sand stonecum59305
7.14.2White sand stonecum81593.8
7.14.2Both face dressed
7.14.2.1Red sand stonecum82705.5
7.14.2.2White sand stonecum104994.3
7.15Stone work ashlar punched (ordinary} in superstructure upto floor five level in cement mortar 1:6(1 white cement: 6 coarse sand ) including pointing with cement mortar 1:2(1 cement: 2 stone dust) with an admixture of pigment matching the stone shade . '
7.15.1One face dressed
7.15.1.1Red sand stonecum32750.6
7.15.1.2White sand stonecum60787.7
7.15.2Both face dressed
7.15.2.1Red sand stonecum40773
7.15.2.2White sand stonecum68810.2
7.16Extra for stone work , plain ashlar or ashiar punched above floor V for every four floors or part thereof.cum818.8
7.17Extra for plain ashiar or ashiar punched in :
7.17.1Square or rectangular pillarscum2544.3
17.18Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean radius not exceeding 6 m.cum1769.9
7.19Extra for additional cost of centing for arches exceeding 6m span including all strutting , bolting, wedging etc , and removal (area of soffit to be measured).sqm568.2
7.2Stone work sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement: 6 coarse sand ) inculding pointing with white cement mortar 1:2 (1 cement: 2 stone dust) with an admixture of pigment matching the stone shade:
7.20.1Red sand stonecum50818.8
7.20.2White sand stonecum65905.6
7.21Extra for stone work sunk or moulded or sunk and moulded or carved in :
7.21.1Triangular or Square or rectangular pillarscum3318.6
7.21.2Circular or polygonal pillarscum9402.8
7.22Extra for stone work sunk or moulded in cornices .metre per cm grith140.4
7.23Stone work (machine cut edge) for wall lining etc. (veneer work ) over 12 mm thick bed of cement lime mortar 1:1:6 (1 cement: 1 lime putty : 6 fine sand ) including pointing in white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing by means of cramps which shall be paid for seperately)
7.23.1Red sand stone- exposed face fine dressed with rough backing
7.23.1.170 mm thick0.1 sqm3120.2
7.23.1.260 mm thick0.1sqm2971.5
7.23.1.350 mm thick0.1 sqm2823.1
7.23.1.440 mm thick0.1 sqm2674.2
7.23.2White sand stone
7.23.2.170 mm thick0.1sqm3120.2
7.23.2.260 mm thick0.1sqm2971.5
7.23.2.350 mm thick0.1sqm2823.1
7.23.2.440 mm thick0.1sqm2673.8
7.24Extra for stone work (veneer work ) curved on plan with a mean radius not exceeding 6 m .cum2544.3
7.25Providing and fixing gun metal cramps of required shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 fine sand) including making the necessary chases.
7.25.125x6 mm - 30 longeach117.7
7.26Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement: 2 fine sand ) including making the necessary chases .dowel45.7
7.27Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 fine sand ) including making the necessary chases .copper pin31.4
7.29Providing and fixing horizontal chajja of stone 400 mm thick and upto 80 cm projection in cement mortar 1:4(1 cement: 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade.
7.29.1Red sand stonesqm996
7.29.2White sand stonesqm1028.2
7.330 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement: 4 coarse sand ) including finishing complete.sqm1218.4
7.31Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos. gun metal cramp 25x6 mm. 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design.bracket3354.4
7.32Stone work , plain in copings , cornices, string courses and plinth courses, in cement mortar 1: 6 (1 cement: 6 coarse sand ) including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade .
7.32.1Red sand stonecum45779.9
7.32.2White sand stonecum67440.6
7.33Providing and fixing stone jaii 40 mm thick throghout(without sunking or moulding in jali slab) in cement mortar 1:3(1 cement: 3 coarse sand ) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.
7.33.1Red sand stonesqm10316.7
7.33.2White sand stonesqm10346.1
7.34Extra 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 under sub
- water with the quantity 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.		cum473.5
7.35Extra for laying stone work in or under foul position.cum187.1
7.36Wall lining butch work with Dholpur stone 40 mm thick rough taching on the exppsed surface with stone strips of minimum length 230 mm and required with including embedding every lenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75 x 75 mm and by providing layer or 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand ) i/c ruled pointing in cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Enginneer-in-charge.
,		sqm1872.6
7.37Stone work ( machine cut edges veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)
7.37.1Kota stone slabs exposed face dressed and rubbed.
7.37.1.125 mm thicksqm1868.5
7.37.1.ADressing of sand stone in veneer worksqm2563.8
7.37.1.BDressing of sand stone in ashlar punched
(ordinary work )		sqm1924.8
7.38Stone tile work for wall lining upto 10.0m height with special adhesive like araldite or equivalent over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand ) including pointing in-white cement with an admixture of pigment to match the stone shade .
7.38.18 mm thick (mirror polished and machine cut edge )
7.38.1.1Granite black stonesqm1900.9
7.38.1.2Raj Nagar plain white marble / Udaipur green marble / Zebra black marbleGranite black stonesqm1571.7
7.39Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part there of.sqm104.7
7.4Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and / or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-Charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately.)
7.40.1Red sand stonesqm2951
7.40.2White sand stonesqm3114
7.41Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square / rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of MS brackets / lugs of angle iron / flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps / pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-Charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-Charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid.)Per Kg160.7
7.42Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size,adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.Each265
8.0 Marble & Granite Works
A8.1Dressing of Marble for steps, jambs, walls, pillars and other plain work10cudm226.8
A8.2Dressing of marble for moulded jambs and heads, straight mouldings and plain arces or domes.10cudm361.7
A8.3Dressing of marble in moulded arches or domes and cirular mouldings.10cudm777.6
A8.4Dressing of marble veneer worksqm992.5
A8.5Labour for fixing marble in veneer work 2.5 cm to 5 cm thick.sqm1430
8.1Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work) in c ement mortar 1:3 (1 cement
:3 coarse sand) including pointing with white coment mortar 1:2(1 shite cement:2 marble dust) with an admixture of pigment to match the marble shade:(To be secured to the backing by means of cramps, which shall be paid for separately)
8.1.1White Marble-Raj Nagar Plain/Udaipur green marble/ Zebra block marble
8.1.1.1Area of slab upto 0.50 sqmsqm2853.2
8.1.1.2Area of slab over 0.50 sqmsqm3028.4
8.2Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
8.2.1Rajnagar plain white marble /Udaipur green marble/ Zebra block marble
8.2.1.1Area of slab upto 0.50 sqmsqm2458
8.2.1.2Area of slab over 0.50 sqmsqm2615.3
8.2.2Granite of any colour and shade
8.2.2.1Area of slab upto 0.50 sqmsqm4242.9
8.2.2.2Area of slab over 0.50 sqmsqm4401.2
8.3Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
8.3.1Marble workm154.2
8.3.2Granite workm260.1
8.4Extra for fixing marble/granite stone over and above coresponding basic item, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.m279.4
8.5Extra for providing opening of required size & 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 rubbing,moulding and polishing of cut edges etc. complete.Each428.2
8.6Mirror polishing on marble work/stone work where ever required to give high gloss finish complete.sqm227.6
8.7Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately).
8.7.1Gunmetal crampsPer Kg636.3
8.7.2Stainless steel crampsPer Kg621.9
8.8Providing and fixing expansion hold fasteners on CC/R.C.C. surface backing including drilling necessary holes and the cost of bolt etc complete.
8.8.1wedge expansion type
8.8.1.1Fastner with-threaded dia. 1/4" or 6mmEach22.9
8.8.1.2Fashtner with threaded dia. 3/8" or 10 mmEach26
8.8.1.3Fastner with threaded dia. 1/2" or 12mmEach45.1
8.9Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @
3.3 kg/ sqm including pointing in white cement complete.
8.9.18 mm thick
8.9.1.1Raj nagar plain white marble / Udaipur green marble / Zebra black marblesqm1714.5
8.9.1.2Granite of any colour and shadesqm2112.2
8.1Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone finished smooth.aggregate 6 mm nominal size) as per direction of Engineer-in-Charge and
8.10.1White Agaria Marble Stonesqm3061.2
8.10.2Granite Stone of approved shadesqm3542.9
8.11Providing and fixing machine cut, mirror / eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required,stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement :3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.
8.11.118 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.sqm7305.9
8.12Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20mm(avearage) thick base of cement mortar 1:4(1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
a.)Flamed finish granite stone slab Jet Black, Cherry Red,
Elite Brown, Cat Eye or equivalent.		sqm2147.7
8.13Providing and laying Polished 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 and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
8.13.1Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.sqm3605.2
8.14Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
8.14.1Red sand stone - exposed face fine dressed with rough
backing
8.14.1.170 mm thicksqm3013.4
8.14.1.260 mm thicksqm2864.6
8.14.1.350 mm thicksqm2716.2
8.14.1.440 mm thicksqm2567.3
8.14.1.530 mm thicksqm2418.5
8.14.2Red sand stone - Exposed face machine cut and table
rubbed with rough backing
8.14.2.170 mm thicksqm3934.3
8.14.2.260 mm thicksqm3785.6
8.14.2.350 mm thicksqm3637.2
8.14.2.440 mm thicksqm3488.2
8.14.2.530 mm thicksqm3339.4
8.14.3White sand stone - exposed face fine dressed with rough
backing .
8.14.3.170 mm thicksqm4574.2
8.14.3.260 mm thicksqm4202.6
8.14.3.350 mm thicksqm3831.7
8.14.3.440 mm thicksqm3458.4
8.14.3.530 mm thicksqm3087.3
8.14.4White sand stone - Exposed face machine cut and table rubbed with rough backing.
8.14.4.170 mm thicksqm5495.2
8.14.4.260 mm thicksqm5123.5
8.14.4.350 mm thicksqm4752.7
8.14.4.440 mm thicksqm4379.3
8.14.4.530 mm thicksqm4008.2
8.14.5Gang saw cut stone
8.14.5.130mm thick White sand stonesqm1852.3
8.14.5.230mm thick Red sand stonesqm1734.3
8.15Providing 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 coarse sand), including making the necessary chases in stone and holes in walls wherever required.Per Kg621.9
8.16Providing 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 coarse sand), including making the necessary chases.each pin34.8
8.17Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge.sqm1778.2
8.18Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately).
8.18.1Kota stone slabs exposed face dressed and rubbed.
8.18.1.125 mm thicksqm1798.9
8.19Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part there of.sqm104.7
8.2Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).
8.20.1Red sand stone - 30mm thick gang saw cut stonesqm1778.6
8.20.2White sand stone - 30mm thick gang saw cut stonesqm1896.6
8.21Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in- charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineerin- charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid).Per Kg151.9
8.22Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.each265
8.23Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making good the walls etc.each25.1
8.24Providing 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.
8.24.125 mm longeach19.3
8.24.232 mm longeach20.8
8.24.340 mm longeach24.8
8.24.450 mm longeach26.1
8.25Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface.
8.25.140 mm thicksqm5928.9
8.25.225 mm thicksqm3847.4
8.25.320 mm thicksqm3060.9
8.25.412 mm thicksqm2001.7
8.26Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination and other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete :
8.26.112 mm thicksqm1070.7
8.26.218 mm thicksqm1159
8.26.325 mm thicksqm1585.8
8.27Providing 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.
8.27.1Kiln seasoned and chemically treated hollock woodcum141692.1
8.28Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :
8.28.1Decorative veneer facings of approved manufacturesqm1131.3
8.29Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete.sqm1035
8.3Providing and fixing skirting with Pre-laminated (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 :
8.30.118 mm thicksqm1577
8.30.225 mm thicksqm2003.8
8.31Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.sqm789.9
8.32Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.
(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.
(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.sqm4473.9
9.0 Wood Work & PVC Work
9.1Providing 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 & length ( hold fast lugs or dash fastener shall be paid for separately).
9.1.1Second class teak woodcum120526.6
9.1.2Sal woodcum95670.7
9.1.3Kiln seasoned and chemically treated hollock wood.cum63149.6
9.1.4Local woodcum54628.9
9.2Providing 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 & length ( hold fast lugs or dash fastener shall be paid for separately).cum107210.4
9.3Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position :
9.3.1Sal woodcum91286.3
9.3.2Kiln seasoned and chemically treated hollock wood.cum58540.1
9.4Extra for additional labour for cirular works,such as in frames of fan light.
9.4.1Second Class teakwood-cum12054.1
9.4.2Sal wood-cum9567.1
9.4.3Klin seasoned and and chemically treated hollock wood.cum6315.2
9.5Providing 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 necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin-charge.
9.5.1Second Class teak wood-
9.5.1.135 mm thicksqm3169.5
9.5.1.230 mm thicksqm2825.7
9.5.2Kiln seasoned and chemically treated hollock wood.
9.5.2.135 mm thicksqm1977
9.5.2.230 mm thicksqm1798.5
9.5.3Kiln seasoned selected planks of sheesham wood.
9.5.3.135 mm thicksqm2748.5
9.5.3.230 mm thicksqm2445.8
9.6Providing 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 necessery screws, all complete as per directions of Engineer-in- Charge and panelling with panels of:
9.6.112 mm 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 :sqm2506.9
9.6.212 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 prelaminated conforming to IS : 12823, Grade 1, Type - II marked :sqm2640.7
9.6.312 mm thick prelaminated (with decorative lamination on one side and balancing lamination on other side) particle board Grade -1 medium density flat pressed, three layer and graded (FPT-1) conforming to IS :3087 bonded with BWP type synthetic resin adhesive as per IS :848 and prelamination conforming to IS :12823 Grade-1 Type IIsqm2894.9
9.7Providing 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:
9.7.1Second class teak woodsqm2569.6
9.7.2Klin seasoned and chemically treated hollock wood for 40,35,30,25mm thick shutterssqm1611.1
9.7.3Ply wood 5 ply, 9 mm thick.
9.7.3.1Decorative plywood both side decorative veneer (Type - I)
conforming to IS 1328 BWR type.		sqm1937.7
9.7.3.2Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Typesqm1971.7
9.7.4Ply wood 7 ply, 9 mm thick.
9.7.4.1Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Typesqm2142
9.7.5Particle Board 12 mm thick.
9.7.5.1Plain particle board flat pressed, 3 layer or graded wood
particle board medium density Grade I, IS : 3087 marked		sqm971.1
9.7.5.2Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS :3097, grade Isqm1282.5
9.7.5.3Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I,
Type II, IS : 12823 marked		sqm1314.9
9.7.5.4Pre-laminated particle board with decorative lamination on
both sides, Grade I, Type II, IS :12823 marked		sqm1298.7
9.7.6Coir Veneer Board (conforming to IS 14842 )
9.7.6.112 mm thick.sqm1517.6
9.7.7Float glass panes.
9.7.7.14 mm thick glass pane.sqm1242.4
9.7.7.25.5 mm thick glass pane.sqm1576.5
9.7.8Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia wire and 1.4 mm wide aperture with matching wood beadingsqm1123
9.9Providing 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.
9.9.1Second class teak wood
9.9.1.135 mm thicksqm3813.3
9.9.1.230 mm thicksqm3420.4
9.9.2Kiln seasoned and chemically treated hollock wood
9.9.2.135 mm thicksqm2455.4
9.9.2.230 mm thicksqm2251.5
9.9.3Kiln seasoned selected planks of sheesham wood
9.9.3.135 mm thicksqm3334.4
9.9.3.230 mm thicksqm3007.6
9.1Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass panes for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all as per directions of Engineer-in-charge.
9.10.130 mm thick shutterssqm2506.9
9.11Extra 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).
9.11.15.5 mm thick instead of 4 mm thicksqm275.6
9.12Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).sqm148.5
9.13Deduct for providing pin headed glass panes instead of ordinary float glass panes weighing 4 mm thick in doors, windows and clerestory window shutters (Area of opening for glass panes excluding portion inside rebate shall be measured).sqm48.2
9.14Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured).sqm147.2
9.15Deduct for not providing hinges in doors,windows and clerestory window shutters with
9.15.1Stainless steel butt hinges with stainless steel screws.
9.15.1.1For 2nd class teak wood and other class of wood shutters.sqm202.5
9.15.2ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws.
9.15.2.1For 2nd class teak wood and other class of wood shutters.sqm55.4
9.16Providing and fixing 25 mm thick shutters for cup board etc. :
9.16.1Panelled or panelled & glazed shutters :
9.16.1.1Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screwssqm3164.4
9.16.1.2Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screwssqm3306.7
9.16.2Glazed shutters:
9.16.2.1Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screwssqm3105.9
9.16.2.2Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screwssqm3146.1
9.17Providing 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) :
9.17.112 mm thicksqm542.9
9.17.218 mm thicksqm745
9.18Providing 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).
9.18.118 mm thicksqm959.3
9.18.225 mm thicksqm1371
9.2Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
9.20.135 mm thick including stainless steel butt hinges with necessary screws-sqm2845.6
9.20.230 mm thick including stainless steel butt hinges wirh necessary screws-sqm2578
9.20.325 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screwssqm2271.9
9.21Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
9.21.135 mm thick including ISI marked Stainless Steel butt hinges with necessary screwssqm1775.3
9.21.230 mm thick including ISI marked Stainless Steel butt hinges with necessary screwssqm1641.5
9.21.325 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screwssqm1589.5
9.22Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to I.S. 2202 (part I).
9.22.1On one side onlysqm408.1
9.23Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured)sqm401.4
9.23AProviding and fixing 25 mm thick shutters for cupboards etc.including black enamelled M.S. butt hinges with necessary screws :
9.23A.1Panelled or panelled and glazed shutters
9.23A.1.Second class teak woodsqm2941.4
9.23A.2Glazed shutters
9.23A.2.1Second class teak woodsqm3127.4
9.24Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glas excluded)
9.24.1Rectangular or Squaresqm173.9
9.24.2Circularsqm180.6
9.25Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured)
9.25.1Decorative type doorsqm354.6
9.26Extra for cutting rebate in flush door shutters {total area of the shutter to be measured)sqm93.7
9.27Providing 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:
9.27.135 mm thick shutters
9.27.1.1With ISI marked M.S. pressed butt hinges bright finished of required size
9.27.1.1.1Second class teak woodsqm3599.6
9.27.1.1.2Kiln seasoned and chemically treated hollock woodsqm2397.5
9.27.1.1.3Kiln seasoned selected class of shesham woodsqm3175.3
9.27.1.2With ISI marked stainless steel butt hinges of required size
9.27.1.2.1Second class teak woodsqm6944.7
9.27.1.2.2Kiln seasoned and chemically treated hollock woodsqm2544.6
9.27.1.2.3Kiln seasoned selected class of sheesham woodsqm3322.5
9.27.230 mm thick shutters
9.27.2.1With ISI marked M.S. pressed butt hinges bright finished of required size
9.27.2.1.1Second class teak woodsqm3177.4
9.27.2.1.2Kiln seasoned and chemically treated hollock woodsqm2150.2
9.27.2.1.3Kiln seasoned selected class of sheesham woodsqm2810.8
9.27.2.2With ISI marked stainless steel butt hinges of required size
9.27.2.2.1Second class teak woodsqm3324.5
9.27.2.2.2Kiln seasoned and chemically treated hollock woodsqm2297.2
9.27.2.2.3Kiln seasoned selected class of sheesham woodsqm2961.3
9.31Providing 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 butt hinges bright finished of required size with necessary screws, as per directions of Engineer-in-charge:
9.31.135 mm thick shutterssqm2503.9
9.31.230 mm thick shutterssqm2249.7
9.32Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement: 3 coarse sand)Each25.1
9.33Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work / C.C / R.C.C. and making good etc. complete.
9.33.125mm longeach19.3
9.33.232 mm longeach20.8
9.33.340 mm longeach24.8
9.33.450 mm longeach26.1
9.34Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface.
9.34.140 mm thicksqm5928.9
9.34.225 mm thicksqm3847.4
9.34.320 mm thicksqm3111.9
9.34.412 mm thicksqm2001.7
9.35Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination and 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 :
9.35.112 mm thicksqm1070.7
9.35.218 mm thicksqm1159
9.35.325 mm thicksqm1585.8
9.36Providing and fixing specified wood frame work consisting of battens 50x25 mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete.
9.36.1Kiln seasoned and chemically treated hollock woodcum141692.5
9.37Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1),for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :
9.37.1Decorative veneer facings of approved manufacturesqm1116
9.38Providing and fixing 4 mm thick coir veneer board, ISI marked IS : 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete.sqm1039.6
9.39Providing and fixing skirting with Pre-laminated (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 :
9.39.118 mm thicksqm1577
9.39.225 mm thicksqm2007.2
9.4Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:
9.40.12nd class teak wood
9.40.1.150x12mmm137.3
9.40.1.250x20mmm184.6
9.40.2Hollock wood
9.40.2.150x12mmm103
9.40.2.250x20mmm127.4
9.41Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately),including fixing 50x12 mm beading complete with :
9.41.1Second class teak woodsqm2111
9.42Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type ) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete.sqm394
9.43Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all completem509
9.44Extra for using veneered particle board conforming to IS: 3097 Grade I, in item of pelmet 18 mm thick 150 mm wide.
9.44.1Commercial veneered on both sides.m33.2
9.44.2Particle board with decorative veneering on both sidesm107
9.45Providing and fixing teak wood lipping of size 25x3 mm in pelmet.m33.9
9.46Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:
9.46.112 mm diam297.4
9.46.220 mm dia metrem397.7
9.76.325 mm dia metrem504.7
9.47Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets:
9.47.120mm dia (heavy type)m152.6
9.47.225 mm dia (heavy type)m159.3
9.48Providing 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.
9.48.1Fixed to steel windows by weldingkg144.5
9.48.2Fixed to openings/ wooden frames with rawl plugs screws etckg161.1
9.49Providing 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.		sqm1084.23
9.5Providing 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.sqm1291.3
9.51Providing 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.
9.51.1With second class teak wood beading 62x19 mmsqm992.4
9.51.2with mild steel U beadingsqm639.9
9.52Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 kg per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick.sqm161.9
9.53Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)Each130.8
9.54Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces,etc. complete with:
9.54.1Sal woodcum88747
9.54.2Hollock woodcum55578.5
9.55Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete:
9.55.1125x65x2.12 mmeach37.5
9.55.2100x58x1.90 mmeach28.5
9.55.375x47x1.70 mmeach22.2
9.55.450x37x1.5mmeach12.6
9.56Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete :
9.56.1125x90x4.00 mmeach50.2
9.56.2100x75x3.50 mmeach41.9
9.56.375x60x3.10 mmeach29.4
9.56.450x40x2.50 mmeach18.1
9.57Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.
9.57.1125x65x2.12 mmeach36.5
9.57.2100x58x1.90 mmeach30
9.57.375x47x1.70 mmeach23.7
9.57.450x37x1.50 mmeach13.3
9.58Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete:
9.58.1150x125x27x2.80 mmeach64.9
9.58.2125x125x27x2.80 mmeach60.2
9.58.3100x125x27x2.80 mmeach51.5
9.58.475x100x20x2.24 mmeach44.1
9.59Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.complete:
9.59.1150 mmeach224.2
9.59.2125 mmeach197.4
9.59.3100 mmeach169.1
9.6Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete.
9.60.1150 mmeach250.9
9.60.2125 mmeach224.2
9.60.3100 mmeach195.9
9.61Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with necessary screws etc., complete.
9.61.1Overall width 35 mmm177.5
9.61.2Overall width 50 mmm177.5
9.61.3Overall width 65 mmm193.5
9.62Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
9.62.1300x16 mmEach169
9.62.2250x16 mmEach154.4
9.63Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:
9.63.1250x10 mmeach70.1
9.63.2200x10 mmeach56.4
9.63.3150x10 mmeach48.4
9.63.4100x10 mmeach35.4
9.64Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete.each97.1
9.65Providing and fixing ISI marked oxidised MS door latches conforming to IS : 5930 with screws etc.complete.
9.65.1300x20x6 mmeach76.9
9.65.2250x20x6 mmeach63.5
9.66Providing and fixing ISI marked oxidised M.S. handles conforming to IS
:4992 with necessary screws etc. complete:
9.66.1125 mmeach32.4
9.66.2100 mmeach25.5
9.66.375 mmeach21.5
9.67Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete:
9.67.1150 mmeach25.4
9.67.2115 mmeach22.3
9.67.390 mmeach18.4
9.68Providing and fixing oxidised M.S. casement stays (straight peg type) with
necessary screws etc.complete.
9.68.1300 mm weighing not less than 200 gmseach54.6
9.68.2250 mm weighing not less than 150 gmseach47.3
9.68.3200 mm weighing not less than 120 gmseach40.6
9.69Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors, ( weighting not less than 450 gms).each84.3
9.7Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.complete:
9.70.1125x64x1.90 mmeach85
9.70.2100X58X1.90 mmeach75.6
9.70.375x47x1.80 mmeach53.7
9.70.450x37x1.50 mmeach32.3
9.71Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:
9.71.1125x64x2.50 mmeach93.7
9.71.2100x60x2.50 mmeach74.9
9.71.375x50x2.50 mmeach60.3
9.72Providing and fixing bright finished brass butt hinges with necessary screws etc. complete:
9.72.1125x85x5.5 mm (heavy type)each217.4
9.72.2125x70x4 mm (ordinary type)each146
9.72.3100x85x5.5 mm (heavy type)each164.2
9.72.4100x70x4 mm (ordinary type)each114.4
9.72.575x65x4 mm (heavy type)each136
9.72.675x40x2.5 mm (ordinary type)each74.7
9.72.750x40x2.5 mm (ordinary type)each30.8
9.73Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:
9.73.1150x125x27x5mmeach381.6
9.73.2125x125x27x5mmeach340.2
9.73.3100x125x27x5mmeach312.1
9.73.475x100x20x3.2mmeach275.7
9.74Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:
9.74.1250x10mmeach369.4
9.74.2200x10mmeach295.6
9.74.3150x10mmeach227.3
9.74.4100x10mmeach155.3
9.75Providing and fixing bright finished brass door latch with necessary screws etc. complete:
9.75.1300x16x5mmeach267.2
9.137.2250x16x5mmeach253.8
9.76Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.each639.4
9.77Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. completeeach519
9.78Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete.each920.4
9.79Providing and fixing special quality bright finished brass cupboard or ward
robe locks with four levers of approved quality including necessary screws etc. complete.
9.79.140 mmeach180.5
9.79.250 mmeach222
9.79.365 mmeach228.7
9.79.475 mmeach248.8
9.8Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality witheach56.7
9.81Providing and fixing bright finished brass handles with screws etc. complete:
9.81.1125 mmeach202.1
9.81.2100 mmeach186.9
9.81.375 mmeach146.7
9.82Providing and fixing bright finished brass hanging type floor door stopper
with necessary screws, etc.		each108.1
9.83Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.each979.5
9.84Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.each810.1
9.85Providing and fixing bright finished brass· casement window fastener with necessary screws etc.complete.each71.3
9.86Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete:
9.86.1300 mm weighing not less than 330 gmseach181.9
9.86.2250 mm weighing not less than 280 gmseach144.9
9.86.3200 mm weighing not less than 240 gmseach138.2
9.87Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc.complete:
9.87.1150 mmeach114.6
9.87.2115 mmeach103.5
9.87.390 mmeach90.8
9.88Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.each733.1
9.89Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.each773.2
9.9Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete.
9.90.1Size 40 mmeach188.6
9.90.2Size 50 mmeach201.9
9.90.3Size 65 mmeach236.7
9.90.4Size 75 mmeach271.5
9.91Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete.each115.5
9.92Providing and fixing chromium plated brass handles with necessary screws etc. complete:
9.92.1125 mmeach223.5
9.92.2100 mmeach196.2
9.92.375 mmeach176.2
9.93Providing and fixing chromium plated brass casement window fastener with necessary screws etc.complete.each135.8
9.94Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete :
9.94.1300 mm weighing not less than 330 gmseach202.7
9.94.2250 mm weighing not less than 280 gmseach176
9.94.3200 mm weighing not less than 240 gmseach149.2
9.95Providing 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 :
9.95.1125x75x4 mmeach127.5
9.95.2125x63x4 mmeach105.2
9.95.3100x75x4 mmeach95.8
9.95.4100x63x4 mmeach86.6
9.95.5100x63x3.2 mmeach79.4
9.95.675x63x4 mmeach68
9.95.775x63x3.2 mmeach61.4
9.95.875x45x3.2 mmeach57.4
9.96Providing 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:
9.96.1300x16 mmeach235.5
9.96.2250x16 mmeach210.1
9.97Providing 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:
9.97.1300x10 mmeach111.4
9.97.2250x10 mmeach98.2
9.97.3200x10 mmeach84.6
9.97.4150x10 mmeach71.6
9.97.5100x10 mmeach54.7
9.98Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete.each78.4
9.99Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, anodised (anodic coating not less than grade AC 10 as per IS :1868), transparent or dyed to required colour or shade, with necessary screws etc. complete.each207.1
9.1Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
9.100.1125 mmeach57.1
9.100.2100 mmeach50.3
9.100.375 mmeach43.3
9.101Providing 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.
9.101.1Single rubber stoppereach34
9.101.2Twin rubber stoppereach60.8
9.102Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.each59.6
9.103Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete .each655.4
9.104Providing and fixing aluminium tee channels (heavy duty) with rollers & stop
end in pelmets as curtain rod.		m139.7
9.105Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/ sqm(both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture’s specification and direction of engineer in charge all complete.
9.105.175 mm overall thickness partition with 12.5 mm thick double skin fire rated board conforming to IS:2095: part Isqm1408.1
9.105.275 mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum board conforming to IS:
2095: part I		sqm1251.8
9.105.366 mm overall thickness Partition with 8 mm thick double skin Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with Compressive Strength 225 kg/sq cm, Bending Strength 100 kg/ sq cmsqm1488.6
9.105.466 mm overall thickness partition using 8 mm 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 screws		sqm1354.8
9.106Providing and fixing PTMT handles with necessary screws etc. complete.
9.106.1125x34x24 mm weighing not less than 23 gmseach32.6
9.106.2150x34x24 mm weighing not less than 26 gmseach32.6
9.107Providing and fixing PTMT Butt hinges with necessary screws etc. complete.
9.107.175x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gmseach53.5
9.107.2100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gmseach66
9.108Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc.,
9.108.1152x42x18 mm weighing not less than 60 gmseach55.2
9.108.2202x42x18 mm weighing not less than 78 gmseach88.1
9.109Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.each32.9
9.11Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hallock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support, complete as per direction of Engineer-in-Charge.sqm491.2
9.111Providing 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.
9.111.150x50 mm (base and height)m233.8
9.112Providing and fixing 2nd class teak wood lipping / moulded beading or taj beading of size 18X5 mm fixed with wooden adhesive of approved quality and screws / nails on the edges of the Pre-laminated particle board as per
direction of Engineer-in-Charge.		m62.7
9.113Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineerin- charge.each649.5
9.114Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete .
9.114.1Triple strip vertical typeeach44.8
9.114.2Double strip (horizontal type)each34.1
9.115Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer-in- charge.each set355
9.116Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately)each17.7
9.117Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge
9.117.1Extruded section profile size 48x40 mmm203.7
9.117.2Extruded section profile size 42x50 mmm251.8
9.118Providing and fixing to existing door frames.
9.118.124 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised
M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised
M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter).		sqm1629
9.118.230 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-incharge.sqm1846.9
9.118.325 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. An M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.sqm2450.5
9.119Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm,made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge.m379.4
9.12Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.
9.120.130 mm thick plain PVC door shutterssqm2293.4
9.120.230 mm thick pre laminated PVC door shutterssqm2293.4
9.121Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness.The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat . Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.m673.7
9.122Providing and fixing to existing door frames.
9.122.130 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing
to frames.		sqm3335.1
9.122.230 mm thick Fiber glass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.sqm3802
9.123Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement , including fixing the frame to wall with suitable dia & lengthm453
9.124Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with
M.S. tubes of size 33 mm x 17 mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge.
9.124.1Non decorative finishsqm2898.9
9.124.2Decorative finish (both side wood grained finish)sqm3032.7
9.125Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C.doors) using synthetic rubber based adhesive.sqm856.7
9.126Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.
9.126.1Marine plywood conformingto IS : 710sqm1646.7
9.126.2Fire retardant plywood conforming to IS : 5509sqm1881.6
9.127Providing & 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.
9.127.11.5 mm thicksqm795.6
9.127.21.0 mm thicksqm669
9.128Providing and fixing factory made Fiber glass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings. The FRP Chajja should be 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 & sunlight.sqm4901.5
9.129Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS : 12823 marked, exterior grade (Grade I Type II), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge.sqm1746.5
9.13Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked,exterior grade (Grade I), of approved make including IInd class teak wood lipping of 25 mm wide x 12mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge.
9.130.1With decorative veneering on one side and commercial veneering on other sidesqm1432
9.130.2With non decorative veneering on both sidessqm1331.7
9.131Providing and fixing factory made shutters of pre-laminated particle board flat pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS : 12823 Grade I Type II, of approved design, and edges sealed with water resistant paint and lipped with aluminium ‘U’ type edge beading all-round the shutter, including fixing with angle cleat, grip strip, cadmium plated steel screws, including fixing of aluminium hinges 100x63x4mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of ‘U’beading and hinges will be paid for separately).
9.131.125 mm thicksqm1434.9
9.132Providing and fixing aluminum U beading of required size to Pre laminated / flush door shutter, including fixing etc. complete as per direction of Engineer-in-Charge.Per Kg530.3
9.133Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the ‘W’ profile (0.55 mm thick ) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm.Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self- tapping dry wall screws. Board is fixed to the ‘W’ profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing & directions of engineer-incharge, the joints of the boards are finished with specially formulated jointing compound and 48 mm wide jointing tape to provide seamless finish.
9.133.1Tapered edge calcium silicate board made with calcareous & siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with compressive strength 225 kg/sqcm, Bending strength 100 kg/sqcm.
9.133.1.110 mm thicksqm1147.6
9.133.2Non-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
9.133.2.18 mm thicksqm853.1
9.133.3Gypsum board conforming to IS: 2095 Part - I
9.133.3.112.5 mm thicksqm796.4
9.134Providing 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:
9.134.135 mm thick shutters
9.134.1.1with ISI marked M.S. pressed butt hinges bright finished of
required size
9.134.1.1.1Second class teak woodsqm3736
9.134.1.1.2Kiln seasoned and chemically treated hollock woodsqm2539.6
9.134.1.1.3Kiln seasoned selected class of sheesham woodsqm3317.7
9.134.1.2With ISI marked stainless steel butt hinges of required size
9.134.1.2.1Second class teak woodsqm3889.1
9.134.1.2.2Kiln seasoned and chemically treated hollock woodsqm2687
9.134.1.2.3Kiln seasoned selected class of sheesham woodsqm3464.8
9.134.230 mm thick shutterssqm
9.134.2.1with ISI marked M.S. pressed butt hinges bright finished of required size
9.134.2.1.1Second class teak woodsqm3319.7
9.134.2.1.2Kiln seasoned and chemically treated hollock woodsqm2292.3
9.134.2.1.3Kiln seasoned selected class of sheesham woodsqm2956.5
9.134.2.2With ISI marked stainless steel butt hinges of required size
9.134.2.2.1Second class teak woodsqm3466.9
9.134.2.2.2Kiln seasoned and chemically treated hollock woodsqm2439.5
9.134.2.2.3Kiln seasoned selected class of sheesham woodsqm3103.6
9.135Providing 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.
9.135.1With 2nd class teak wood beading 62X19 mmsqm1231.7
9.135.2With 12 mm mild steel U beadingsqm879.2
9.136Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately).m1462.7
9.137Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/ m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-incharge (panneling to be paid for separately).sqm6445
9.138Providing 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.
9.138.1With clear fire resistant glass panes 6 mm thick of approved brand, having minimum 60 minutes fire resistancesqm31796.3
9.139Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on backside of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge,all complete.Each7061.5
9.14Providing and fixing plain lining with necessary screws/nuts & bolts/nails, including a coat of approved primer on one face, and fixed on wooden
/steel frame work, complete as per direction of Engineer-incharge (Frame work shall be paid for separately).
9.140.112 mm thick commercial ply conforming to IS : 1328 BWR
type		sqm933.3
9.141Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws,the vertical door profiles to be reinforced with 40x20 mm
M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge.		m433.4
9.14235 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge.
9.142.1Non decorative finish (matt finish)sqm3305.5
9.142.2Decorative finish (wood grained finish)sqm3856.7
9.143Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( ±
0.2 mm) , corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer’s specification and direction of Engineer-in-charge.		m516.8
9.144Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( ± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm (
± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (± 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer’s specification and direction of Engineer-incharge.		sqm3492.8
9.145Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut jointed and fusion welded together, including providing and fixing 3 nos of
125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer’s specification and direction of engineer-incharge.		m582.3
9.146Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (±
0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer’s specification and direction of engineer-incharge.		sqm3792.5
9.147 AProviding 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 made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc.
After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant 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 and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance		sqm
9.147 A1Casement 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.)sqm12556.5
9.147 A2Casement 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).		sqm0
9.147A.3Casement 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).sqm#REF!
9.147A.4Casement 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.)sqm9690.9
9.147A.5Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 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		sqm10250.2
9.147A.6Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm , sash 67 x 80 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 window above
3.00 sqm upto 5.00 sqm).		sqm7576.5
9.147BProviding 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 caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant 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 and silicon sealant shall be paid separately).
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
9.147B.1Fixed 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.)		sqm6690.7
9.147CProviding and fixing factory 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 (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key,
G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After 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 and silicon sealent shall be paid separately).
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
9.147C.1Casement 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)		sqm9725.5
9.147C.2Casement 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)sqm9892.7
9.147D.1Providing 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 (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After 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.
9.147D.1Two track two panels sliding window made of (small series) 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)sqm7074.9
9.147D.2Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) 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).sqm9471
9.147D.3Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) 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).sqm7261.9
9.147D.4Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) 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).sqm9083.3
9.147D.5Three track three panels sliding window made of (big series) 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)sqm8624
9.147EProviding 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 (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS
304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After 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.
9.147E.1Two track two panels sliding window made of (big series) 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.)sqm7239.1
9.147.1E-2Two track four panels sliding window made of (big series) 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).sqm6224.4
9.147FProviding 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 made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners
100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After 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
9.147F.1Two track two panels sliding door made of (big series) 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
5.00 sqm)		sqm6404.8
9.147F.2Two track four panels sliding door made of (big series) 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 upto
10.00 sqm).		sqm5581.7
9.147F.3Three track three panels sliding door made of (big series) 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)		sqm6381.2
9.147F.4Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) 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)sqm8207.6
9.148Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung uPVC windows,of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-incharge.
9.148.1200 x 19 x 1.9 mmeach299
9.148.2250 x 19 x 1.9 mmeach332.4
9.148.3300 x 19 x 1.9 mmeach363.2
9.148.4350 x 19 x 1.9 mmeach498.3
9.148.5400 x 19 x 1.9 mmeach503.7
9.149Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete.each182.2
9.15Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete.each160.8
9.151Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete.each88.6
9.152Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete.each148.8
9.153Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete.each155.4
9.154Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube,placed along the walls, ceiling and floor in a grid pattern with spacing @bolt, including making provision for opening for doors, windows, electrical conduits, switch boards 60 cm centre to centre both ways (vertically & horizontally ) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge.Per Kg1243.1
9.155Providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mminserts excluding portion inside thick:Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587sqm1264.6
9.156Providing 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).
9.156.1Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to
IS:14587		sqm797.2
9.156.2Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 18 mm thick confirming to
IS:14587		sqm996.4
9.157Providing 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).
9.157.1Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF Board 18 mm thick confirming to IS:14587sqm1130.7
9.157.2Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF Board 25
mm thick confirming to IS:14587		sqm1549.5
9.158Providing and fixing in wall lining medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete.
9.158.112 mm thick.sqm941.2
9.158.218 mm thick.sqm1151.6
9.158.325 mm thick.sqm1585.8
9.159Providing and fixing 25mm thick pre-laminated medium density fibre board exterior grade ( Grade-I) IS:14587:1998 marked one side decorative and other side balancing lamination for cupboard shutters edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete.sqm1650.4
9.16Providing and fixing skirting with Pre-laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, (one side decorative and other side balancing lamination) with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete.
9.160.118 mm thick.sqm1710.2
9.160.225 mm thick.sqm2144.4
9.161Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded).metre1791
9.162Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately).sqm9736.1
9.163Providing and fixing non load bearing fixed frame for fire resistant glazed Partition for 120 min Fire Rating, made out to a profile of dimension 60mm x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated glass for 120 min of both integrity & radiation control (EW120) & minimum 15 min of insulation (EI15).The profile has to be fixed to the supporting construction by means of anchor fasteners of size M10 x 80, every 150 mm from the edges and every 500 mm (approx) c/c. Linear meaurement of frame shall be measured for payment. The frame shall be filled with mineral wool insulation of density min 96kg/m³. and finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge.sqm1791
9.164Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per direction of Engineer-in- charge. The glass shall be clear, toughened, interlayered, non-wired fire resistant having 11 mm thickness of approved brand with 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 15 min of insulation (EI15) and having a sound reduction of ?37dB and LT of 86%. Glass shall be compliant to class 2(B)2 category of Impact Resistance as per EN 12600. The glass should be manufactured in UL & TUV audited Facility and including UL-EU Certification.The maximum glazing size cannot be more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area. The test report for the complete system (Glazed Door or Partition) will be considered valid only if it contains the stamp and signature of the authorized signatory from the glass manufacturer. (Actual glass size is to be measured at site for payments).sqm39995.8
9.165Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
9.165.1125 mmeach103.4
9.165.2100mmeach76.6
9.165.375 mmeach49.9
9.166Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge (Note: Fittings to be paid separately).sqm
9.166.118 mm thicksqm1085.8
9.167Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge.sqm778.4
9.168Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges {hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately)sqm2733
9.169Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer in-charge.sqm
-		2490.6
9.17Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in- charge.
9.170.1200mmeach150.2
9.171Providing and fixing stainless steel soft closing spring hinges at O degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge.each220.4
9.172Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in- chargeeach set749.7
Providing and fixing readymade 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately}.Per Kg371.8
Providing and fixing 2mm thick 16 to19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge.metre33.7
10.0 Steel Work
10.1Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete.kg88.3
10.2Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete.kg95.4
10.3Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer.sqm6303.4
10.4Providing and fixing 1 mm thick M.S.sheet sliding - shutters with frame and diagonal braces of 40x40x6 mm angle iron,3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top bottem respectively including applying a priming coat of approved steel primer.sqm4279.9
10.5Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.
2010-05-01 00:00:00Using M.S. angle 40x40x6 mm for diagonal bracessqm3653
2010-05-02 00:00:00Using flats 30x6 mm for diagonal braces and central cross piece.sqm3467.9
10.6Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
2010-06-01 00:00:0080x1.25mmM.S. Laths with 1.25mm thick top cover.sqm2673.7
2010-06-02 00:00:0080x1.20mm thick M.S. laths with 1.20 mm thick top cover.sqm2533.2
2010-06-03 00:00:0080x0.90 mm thick M.S. laths with 0.90 mm thick top cover.sqm2383.8
10.7Providing and fixing ball bearing for rolling shutterssqm424.2
10.8Extra for providing mechanical device chain and crank operation for
operating rolling shutters:
2010-08-01 00:00:00Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm)sqm1108.7
2010-08-02 00:00:00Exceeding 16.80 sqm in areasqm1108.7
10.9Extra 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.)		sqm669
10.1Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal- sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.
2010-10-01 00:00:00Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)Kg46.2
2010-10-02 00:00:00Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).kg23.6
10.11Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B,K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
2010-11-01 00:00:00Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)Per kg139.2
2010-11-02 00:00:00Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)Per kg95
10.12Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.
2010-12-01 00:00:00Doorssqm3038.9
10.13Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units.
10.13ASteel doors.sqm333.4
10.13BSteel windowssqm396.7
10.13CSteel ventilatorssqm405.3
10.14.1Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of
approved steel primer.
10.14.1Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).kg110.4
10.14.2Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).kg106.9
10.15Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
10.15.1Profile B
10.15.1.1Fixing with adjustable lugs with split end tail to each jambmetre405.8
10.15.1.2Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)metre394.5
10.15.2Profile C
10.15.2.1Fixing with adjustable lugs with split end tail to each jambmetre432.6
10.15.2.2Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)metre421.2
10.15.3Profile E
10.15.3.1Fixing with adjustable lugs with split end tail to each jambmetre472.7
10.15.3.2Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)metre461.4
10.16Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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
10.16.1Hot finished welded type tubeskg123.9
10.16.2Hot finished seamless type tubeskg137.9
10.16.3Electric resistance or induciton butt welded tubeskg110.8
10.17Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete.each174.6
10.18Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of
3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.		each165.4
10.19Providing and fixing M.S. round holding down bolts with nuts and washer plates complete.kg82.7
10.20(a)providing and fixing bolts upto 300 mm in lengthkg104.6
10.20(b)providing and fixing bolts above 300 mm in lengthkg105.9
10.21Providing and fixing M.S. rivets of sizes in position.kg157.2
10.22(a)Welding by gas plant including tranportation of gascm3.4
10.22(b)Welding by electric plant incluidng transportation of electric welding plant at site etc. complete.cm3.5
10.28Providing and fixing bright finished brass casement window fastners of minimum weight 200 gms to side hung steel windows with necessary welding and machine screws etc. complete.each74.3
10.29Providing and fixing bright finished brass peg stays 300 mm long of minimum weight 330 gms.to side hung steel windows with necessary welding and machine screws etc. complete.each182.7
10.3Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machine screws etc. complete.
10.30.1300 mm long of minimum weight of 330 grams.each182.7
10.30.2250 mm long of minimum weight of 240 grams.each147.9
10.31providing and fixing 14 mm bright finished brasseach241.5
10.32Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.
10.32.1In stringers, treads landings etc. of stair cases including use of required plates wherever required all complete.kg104
10.32.2In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works.kg114.6
10.33Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer
10.33.1MS tube (medium) 40mm nominal borekg121.9
10.33.2E.R.W tube 40 mm nominal diakg116.1
10.33.3G.I pipes 40 mm nominal bore (class B)kg150
10.33.4Labour for fitting and fixing barbed wire fencing in six rows horizontal up to a height of 1.85m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete, angle, iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/l.Per m74.6
10.33.5Labour for fitting and fixing barbed wire fencing in FOUR rows horizontal up to a height of 1.25m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete, angle, iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/l.Per m52.5
10.33.6Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l.Each9
10.33.7Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building
specification and direction of E/l.		Each28.2
10.35Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve,including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
10.35.110 x60 mm.each75.1
10.35.210 x80 mm.each80.7
10.35.310 x120 mm.each98.8
10.35.410 x140 mm.each110.6
10.35.510 x160 mm.each137
10.36Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).kg546.8
10.37Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
10.37.1Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides.sqm471.7
10.37.2Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4
mm aperture on both sides.		sqm656
10.38Providing & fixing glass panes with putty and glazing clips in steel
doors,windows, clerestory windows all complete with.
10.38.14.0 mm thick glass panes.sqm876
10.38.25.5 mm thick glass panes.sqm1179.1
10.39Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side / top / centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer , but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
10.39.1Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).kg138.8
10.4Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type),approved shape and section with screws instead of glazing clips and metal sash putty, in steel doors, windows, ventilators and composite units.metre46
10.41Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick
M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of
10.41.1Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregatekg211.6
10.41.2Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).kg204
10.42Providing and fixing bolts including nuts and washers complete.kg105.3
10.43Providing 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 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of
M.S. angle, C.C. blocks shall be paid separately)		metre272.6
10.44Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer_In_charge.kg101.3
11.0 Flooring
11.1Brick on edge flooring with bricks of class designation 100A including cement slurry etc. complete in cement mortar.
2011-01-01 00:00:001:4 (1 cement: 4 coarse sand)sqm654.5
2011-01-02 00:00:001:6(1 cement:6 coarse sand)sqm619.4
11.3Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.
2011-03-01 00:00:0040 mm thick with 20 mm nominal size stone aggregatesqm289.1
11.452 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete.sqm472
11.562 mm thick cement concrete flooring with metallic concrete hardener topping under layer 50 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick metallic cement hardener consisting of mix 1:2(1 cement hardener mix:2 stone aggregate 6 rnrr.. ominal size) by volume hardning compound is mixed @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete.sqm510.4
11.6Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement.
2011-06-01 00:00:0018 mm thicksqm304.15
11.7Cement concrete pavement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) including finishing complete.cum5418.6
11.8Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavemerts etc.sqm36.3
11.940 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 6 mm thick with white, blacm, chocolate, grey, yellow or Baroda green marble chips of sizes form 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1(3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips) by volume including cement slurry etc. complete.
2011-09-01 00:00:00Dark shade pigment with ordinary cementsqm553.6
2011-09-02 00:00:00Light shade pigment with white cementsqm586.6
2011-09-03 00:00:00Medium shade pigment with 50% white cement and 50%
ordinary cement.		sqm566.7
2011-09-05 00:00:00Light shade pigment with ordinary cement.sqm549.8
2011-09-06 00:00:00Ordinary cement without any pigmentsqm533.1
11.140 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4(1 ement:2 oarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black.chocolate, grey, yellow or Baroda green marble chips of sizes from 4 mm to 7 mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marble powder) by weight in proportion of 4:7( 4 cement marble powder mix:7 marble chips) by volume including cement slurry etc. complete.
2011-10-01 00:00:00Dark shade pigment with ordinary cementsqm585.7
2011-10-02 00:00:00Light shade pigment with white cementsqm632.8
2011-10-03 00:00:00Medium shade pigment with 50% white cement and 50%
ordinary cement		sqm604.3
2011-10-04 00:00:00White cement without any pigmentsqm618.3
2011-10-05 00:00:00Light shade pigment with ordinary cementsqm580.2
2011-10-06 00:00:00Ordinary cement without any pigmentsqm558.1
11.1140 mm thick marble chips flooring,rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) and top layre 12 mm thick with white, balck, chocoloate, grey, yellow or Baroda gren marble chips of sizes for 7 mm to 10 mm nominal size laid in cement marble powder mix 3:1(3 cement :1 marble powder mix
:3marble chips) by volume including cement slurry etc. complete.
2011-11-01 00:00:00Dark shade pigment with ordinary cementsqm618.7
2011-11-02 00:00:00Light shade pigment with white cementsqm692.2
2011-11-03 00:00:00Medium shade pigment with 50% white cement and 50% ordinary cementsqm652
2011-11-05 00:00:00Light shade pigment with ordinary cementsqm619.2
2011-11-06 00:00:00Ordinary cement without any pigmentsqm580.7
11.12Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 94 cement marble poweder mix: 7 barbie chips) by volume:
2011-12-01 00:00:0018 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3coarse sand).
11.12.1.1Dark shade pigment with ordinary cementsqm848.3
2011-12-02 00:00:0021 mm thick with under layer 15 thick cement plaster 1:3(1 cement:3 coarse sand)
11.12.2.1Dark shade pigment with ordinary cementsqm753.1
11.12.2.2Light shade pigment with white cementsqm786.1
11.12.2.3Medium shade pigment with 50 % white cement and 50%
ordinary cement		sqm766.2
11.18.2.4White cement without any pigmentsqm843.2
11.12.2.5Light shade pigment with ordinary cementsqm749.3
11.13Providing and fixing glass strips in joints of terrazo/cement concrete floors.
11.13.140 mm wide and 4 mm thickmeter56.1
11.14Extra for laying terrazo flooring on stair case treads not exceeding 30cm in width including cost of forming, nosisng etc.sqm39.9
11.15Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7white, black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc. complete.
11.15.118 mm thick crazy marble stone white, black or as specified.sqm1003
11.16Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm laid in floors and landings jointed with neat cement slurry mixed with pigement to match the shade of the tiles; including rubbing and polishing complete with precast tiles on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse snad)
11.16.1Light shade using white cementsqm984.9
11.16.2Medium shade using 50% white cement and 50%
ordinary cement		sqm933.8
11.16.3Dark shade using ordinary cementsqm769.7
11.16.4Ordinary cement without any pigmentsqm734.3
11.17Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in widthsqm52.3
11.18Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement:3 coarse sand) jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polishing complete with tiles of
11.18.1Light shade using white cementsqm1342.8
11.18.2Medium shade using 50% white cement and 50% ordinary cementsqm1273.9
11.18.3Dark shade using ordinary cementsqm1226.6
11.18.4Ordinary cement without any pigmentsqm1195
11.19Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)
11.19.1Light shade using white cementsqm970.2
11.19.2Medium shade using 50% white cement and 50% ordinary cementsqm985.4
11.19.3Dark shade using ordinary cementsqm902.2
11.19.4Ordinary cement without pigmentsqm938.3
11.2Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand)
11.20.1Light shade using white cementsqm1053.6
11.20.2Medium shade using 50% white cement 50% grey
cement		sqm953.1
11.20.3Dark shade using ordinary cementsqm766.7
11.20.4Ordinary cement without any pigmentssqm802.7
11.21Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.
11.21.1In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).
11.21.1.1Acid and alkali resistant tile.sqm1295.7
11.21.2In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).
11.21.2.1Acid and alkali resistant tile.sqm1366.3
11.22Tile work in skirting, risers of steps and dado(upto 2m height) over 12 mm thick bed of cement mortar 1:3(1 cement;3 coarse sand) and jointed with grey cement slurry© 3.3 kg/sqm including pointing in .white cement mixed with pigment of matching shade complete.
11.22.1Marble tiles (polished) Raj nagar 8 mm thicksqm1532.6
11.23Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with:
11.23.1Makrana white second quality.sqm2934.3
11.23.2Rajnagar plain white marble 18mm thick above 0.10 sqm upto 0.20 sqmsqm1549.5
11.23.2.1Rajnagar plain white marble 18mm thick above 0.20 sqm
upto 0.50 sqm		sqm1703.4
11.23.4Black Zebra marble .: sqm2241.9
11.23.5Udaipur green marblei sqm1657.2
11.23.6Pink marblesqm1757.3
11.24Extra for nosing in marble stone for treadssqm310.6
11.25Extra for marble stone flooring in treads steps and risers using single length up to 2.00msqm369.2
11.26Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand
)
11.26.120 to 25 mm thick -sqm1252.7
11.27Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqmsqm1334.9
SAND STONE FLOORING
11.28Supplying sand stone 40 mm thick for flooring ,carriage to site and rough chisel dressing
11.28.1.1Red sand stonesqm458.7
11.28.1.2white sand stonesqm488.1
11.28A.40 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base with joint base 1:1:1 (1 lime : 1 Surkhi : 1 coarse sand) or 1:5 (1 cement : 5 coarse sand) finished flush.
11.28A.1Red sand stonesqm781.1
11.28A.2White sand stonesqm810.5
11.2940 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base including pointing with C.M 1:2 (1 cement :2 stone dust) with an admixture of pigment to match the shade of the stone with base 1:1:1 (1 lime : 1surkhi : coarse sand or 1:5 (1 cement : 5 coarse sand)
11.29.1Red sand stonesqm889.6
11.29.2white sand stonesqm919
11.340 mm thick fine dressed stone flooring over 20 mm (average) thick base with joint finished fiush:base 1:5 (1 cement: 5 coarse sand )with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.
11.30.1Red sand stonesqm849.2
11.30.2White sand Jtonesqm878.6
11.31Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab.m82.9
11.32Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.lengthsqm18.1
11.3325 mm wooden planking, tongued and grooved in flooring including fixing with iron screws complete .
11.33.12nd class teak woodsqm3991.8
11.33.22nd class Deodar woodsqm2683.6
11.3438 mm thick parquet (wood block) flooring of 1st class teak wood laid over 25 mm thick levelling layer of cement concrete 1:2:4(1 cement:2 coarse sand:4 store aggregate 10 mm nominal size) to be paid separately coated with a thin layer of hot bitumen (blown type) @ 2.45 kg per sqm. including fixing blocks in position after dipping in hot bitumen (blown type) upto half depth,planed,levelled smooth and finished complete.sqm7936.3
11.35Providing and fixing M.S. angle 50x50x5 mm to act as nosing with tugs of M.S. flat 10x5 mm 10 cm long forked at end 60 cm apart (minimum
3 lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surfaces etc. complete		kg118.4
11.36Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.sqm795
11.37Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.sqm686.8
11.37AProviding and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.sqm663.8
11.38Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.sqm862.4
11.39Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete.sqm1329.8
11.40.Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours except white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete.sqm1414
11.41Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete.
1.1.41.1Size of Tile 50x50 cm.sqm1554.5
11.41.2Size of Tile 60x60 cmsqm1638.8
11.41.3Size of Tile 80x80 cmsqm2116.5
11.41.4Size of Tile 100x100 cmsqm2804.8
11.41AProviding and laying Vitrified tiles in floor in different sizes {thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
11.41A.1Double charge vitrified tile polished finish of size
11.41A.1.1Size of Tile 600 x 600 mmsqm1022.7
11.41A.1.2Size of Tile 800 x 800 mmsqm1116
11.41A.1.3Size of Tile 600 x 1200 mmsqm1150.3
11.41A.1.4Size of Tile 800 x 1600 mmsqm1424.6
11.41A.1.5Size of Tile 1000 x 1000 mmsqm1356
11.41A.2Glazed vitrified floor tiles polished finish of size
11.41A.2.1Size of Tile 600 x 600 mmsqm1081.7
11.41A.2.2Size of Tile 600 x 1200 mmsqm1356
11.41A.2.3Size of Tile 800 x 800 mmsqm1287.4
11.41A.2.4Size of Tile 800 x 1200 mmsqm1602.9
11.41A.2.5Size of Tile 1200 x 1200 mmsqm2041.7
11.41A.3Glazed Vitrified tiles Matt/ Antiskid finish of size
11.41A.3.1Size of Tile 600 x 600 mmsqm1054.3
11.41A.3.2Size of Tile 600 x 1200 mmsqm1356
11.41A.3.3Size of Tile 800 x 800 mmsqm1287.4
11.41A.3.5Size of Tile 1200 x 1200 mmsqm2316
11.42Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles.sqm480.6
11.43Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3 mm thickness.sqm446.8
11.44Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of
1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement , all complete as per direction of Engineer-in-charge.		sqm455.6
11.45Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in- charge.sqm987
11.46Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.
11.46.1Size of Tile 500 x 500 mm.sqm1109.5
11.46.2Size of Tile 600 x 600 mm.sqm1191.8
11.46.3Size of Tile 800 x 800 mm.sqm1658
11.46.4Size of Tile 1000 x 1000 mm.sqm2330
11.46AProviding and fixing glazed screen printed border tile 75mm wide having thickness 5mm, of approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 kg/sqm including pointing with white cement mixed with pigment of matching shade, all complete as approved by Engineer - in - Chargemeter148.6
11.47Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
11.47.1Size of Tile 500 x 500 mm.sqm1251
11.47.2Size of Tile 600 x 600 mm.sqm1333.3
11.47.3Size of Tile 800 x 800 mm.sqm1799.6
11.47.4Size of Tile 1000 x 1000 mm.sqm2471.5
11.48Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charge.
11.48.1Size of Tile 500x500 mm.sqm218.8
11.48.2Size of Tile 600 x 600 mm.sqm183.9
11.48.3Size of Tile 800 x 800 mm.sqm149.1
11.48.4Size of Tile 1000 x 1000 mm.sqm109.2
11.49Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622 , of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
11.49.1Size of Tile 500 x 500 mm.sqm1180.8
11.49.2Size of Tile 600 x 600 mm.sqm1263.1
11.49.3Size of Tile 800 x 800 mm.sqm1729.4
11.49.4Size of Tile 1000 x 1000 mm.sqm2401.4
11.5Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles.sqm11.7
11.51Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required pattern in linear portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.sqm5652.2
11.52Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.sqm5908.4
11.53Providing and fixing Glass mossaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge.sqm3095.7
11.54Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of :
a) P roviding at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mmx100mmx3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fullythreaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base)through base plate using epoxy based adhesive of approved make or the machine through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug.
b) S tringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80 mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid,rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.
c) providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall finished with Anti-static High Pressure laminate with Non Warp technology uptobe steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top
0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory core mixed with lightweight foaming compound. The access floor shall be factory 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product.
11.54.1300 mm Finished Floor Height (FFH).sqm5169.7
11.54.2450 mm Finished Floor Height (FFH).sqm5169.7
11.55Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
11.55.1Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.sqm2147.7
11.56Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete asper 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 and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
11.56.1Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.sqm3605.2
15.56.2Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red.sqm2374.3
11.72Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,sqm283.3
11.73Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,sqm444.8
11.74Providing designation 100 B one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, but excluding carriage cost of bricks & sand.sqm267.7
11.75Providing designation 100 B one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,sqm418.8
11.76Providing average 150mm thick dry rammed khoa beaten to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l,sqm388.3
11.77Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.sqm721.1
11.78Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc.complete as per manufacturer’s specifications & direction of Engineer-in-Charge. 60mm thick C.C.paver block of M-35 grade with approved colour, design & pattern.sqm714
11.79Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:
11.79.1(a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.sqm956.4
11.79.2(b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern.sqm906.1
12.0 Roofing
12.1Providing 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, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.
2012-01-01 00:00:001.00 mm thick with zinc coating not less than 275 gm/mzsqm1792.3
2012-01-02 00:00:000.8mm thick with zinc coating not less than 275 gm/mzsqm1501.3
2012-01-03 00:00:000.63 mm thick with zinc coating not less than 275 gm/m2sqm1257.3
12.2Extra for providing and fixing corrugated G. S. sheets vertically or to a pitch exceeding 60sqm11.1
12.3Extra for providing and fixing curved C.G.S. sheets on roofing
2012-03-01 00:00:000.80 mm thicksqm12.5
2012-03-02 00:00:000.63 mm thicksqm10.1
12.4Extra for straight cutting in C.G. S. sheet roofing for making opening of area exceeding 40 dm2 for chimney stacks , sky light etc.
2012-04-01 00:00:001.00 mm thickm48.2
2012-04-02 00:00:000.80 mm thickm38.5
2012-04-03 00:00:000.63 mm thickm38.5
12.5Extra for circular cutting in C. G. S. sheet roofing for making opening of area exceeding 40 square decimeter .
2012-05-01 00:00:001.0 mm thickm273.2
2012-05-02 00:00:000.80 mm thickm218.2
2012-05-03 00:00:000.63 mm thickm218.2
12.6Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed
with G.I.J. or L hooks . Bolts and nuts 8 mm dia. G. 1. limpet and bitumen washers complete. .
2012-06-01 00:00:000.80 mm thick with zinc coating not less than 275 gm/m 2 Consider the length of the ridge 10.35 metres. The ridge will be made out of plain G. I. sheets 0.9 m x 1.8 m ,m599
2012-06-02 00:00:000.63 mm thick with zinc coating not less than 275 gm/m2m527.7
12.7Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with G.I.J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete.
2012-07-01 00:00:001.60 mm thick with zinc coating not less than 350 gm/mzm1123
12.8Providing flashing of 40 cm over al width in plain, G.S. sheet fixed with G.I.J. or L. hooks, bolts and nuts G.I. limpet and bitumen washers complete, bent to shape and fixed in wall with cement mortar 1:3(1 cement:3 coarse sand).
2012-08-01 00:00:001.00 mm thick with zinc coating not less than 275 gm/m3m462.9
12.9Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter with iron brackets 40x3 mm size bolts, nuts and washers etc. including making necessary connections with rain water pipes complete.
2012-09-01 00:00:000.80 mm thick with zinc coating not less than 275 gm/m2m577.4
2012-09-02 00:00:000.63 mm thick with zinc coating not less than 275 gm/m2 consider a length of 9.04 metres.m518
12.1Providing asbestos cement 6 mm thick corrugated sheets roofing and fixing with G.I. J or L hooks bolts and nuts 8 mm dia G. I. plain and bitumen washers complete excluding the cost or purlins, rafters and trusses corrugated sheet.
2012-10-01 00:00:00upto 60 degree pitchsqm371.7
2012-10-02 00:00:00above 60 degree pitchsqm383.1
12.11Extra for straight cutting in A.C. corrugated, semi corrugated 6 mm thick sheet
roofing for making opening of area exceeding 40 dm2 for chimney stacks, skylights etc.		m38.5
12.12Extra for circular cutting in A.C. corrugated/semi corrugated 6 mm thick sheet
roofing for making opening of area exceeding 40 dm2		m320.7
12.13Extra for providing and fixing wind ties of 40x6mm flat iron section.m147.8
12.14Providing and fixing ridges and hips in asbestos cement sheet roofing
12.14.1One piece plain angular ridges Consider a shed of 20x 10 m
(external dimensions at plinth )		m242.4
12.14.2Serrated of plain wing adjustable ridges Consider a shed of 20x10
m ( external dimension at plinth)		m313.4
12.14.3Close fitting adjustable ridges consider a shed 20x10 metre
(External dimension at plinth).		m396
12.14.5Unserrated adjustable hips consider a shed with hip as 20.2
metres.		m312.9
12.15Providing and fixing asbestos cement roofing accessories with galvanised iron J or L hooks, bplts and nuts and of G.l. seam bolts and nuts. G.I. plain and bitumen washers complete.
12.15.1Approan flashing piecesm219.5
12.15.2Eves filler piecesm167.2
12.15.3North light and ventilator curvesm405.3
12.15.4Barge boards .m238.6
12.15.6Ridge finialspair155.2
12.15.8Curved barge boards for north light curveseach328.8
12.15.9Roof lightseach1518.9
2010-12-15 00:00:00Expansion joints for ridgeseach479.9
2011-12-15 00:00:00Expansion joints fosr north light curveseach453.3
2012-12-15 00:00:00S type louversm154.9
12.2Providing flat iron brackets 50x3mm size, with necessary bolts, nuts and washers etc.for fixing asbestos cement /G.S sheet gutters with purlins.m70.5
12.29Painting top of roofs with bitumen of approved quality at 17 kg per 10m2 impregnated with a coat of coarse sand at 60 cubic dm per 10m2 including cleaning the slab surface with brushes and finally with a piece of cloth lightly
soaked in kerosene oil complete:
12.29.1With residual type petroleum bitumen of VG10sqm189.5
12.33Providing and laying brick tiles of class designation 100 over mumty root grouted with cement mortar 1:3 (1 cement:3 coarse sand) mixed with 2% if integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 (1 cement:3 fine sand) and finished neat.
12.33.2With F.P. brick tilessqm471.1
12.33AProviding 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 coarse sand )mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4(1 cement::4 coarse sand )and finished neat completesqm490.3
12.38Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3(1 cement::3 coarse sand)as per standard design
12.38.1In 75x75 mm deep chasesqm66
12.39Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet completeeach189.4
12.4Providing sand stone slabs for roofing and laying them in cement mortar 1:4 (1 cement:4 coarse sand) over wooden karries or R.C.C. battens (karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement:3 coarse sand) complete:
12.40.1Red sand stcne slab
12.40.1.140 mm thicksqm613.2
12.40.1.245mm thicksqm641.2
12.40.1:350 mm thicksqm669.8
12.40.2White sand stone slab
12.40.2.140 mm thick ,.sqm642.6
12.40.2.245 mm thicksqm670.7
12.40.2.350 mm thicksqm699.3
12.52Grading roof for water proofing treatment with
12.52.2Cement concrete 1:2:4(1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum3932.2
12.52.3Cement mortar 1:3(1 cement:3 coarse sand)cum7418.2
12.52.4Cement mortar 1:4 (1 cement: 4 coarse sand)cum6625.2
12.54Providing and fixing 20 mm thick wooden planks ceiling (frame work for base to be paid separately) with M.S screws:
12.54.12nd class teak woodsqm2385.2
12.54.31st class kail woodsqm1005.7
12.55Providing and fixing insulating board ceiling of approved quality with necessary nails etc complete (frame work to be paid separately)
12.55.1Natural colour insulating board
12.55.1.112 mm thicksqm559.3
12.55.2White face insulating board
12.55.2.112 mm thicksqm580.6
12.55.3Flame retardant face insulating board
12.55.3.112mm thicksqm721.2
12.56Providing and fixing hard board sheet ceiling of approved quality with necessary nails etc complete (frame work to be paid separately)
12.56.1Standard quality boards
12.56.1.13 mm thicksqm429.9
12.56.1.24.5 mm thicksqm540.4
12.57Providing and fixing flat pressed 3 layer medium density particle board sheet Grade I conforming to IS: 3087 in ceiling with necessary nails etc. complete (frame work to be paid separately).
12.57.212 mm thicksqm673.7
12.58Providing and fixing plain A.C. sheet ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately):
12.58.26 mm thicksqm492.4
12.59Extra for circular cutting and waste in ceiling with
12.59.12nd class teak wood planks 20 mm thickm451.5
12.59.4Natural colour insulating board
12.59.4.112 mm thickm221.1
12.59.5White face insulating board
12.59.5.112 mm thickm225.7
12.59.6Flame retardant face insulating board
12.59.6.112 mm thick . .m241.3
12.59.7Standard quality hard board sheet
12.59.7.13 mm thickm207.4
12.59.7.24.5 mm thickm221.1
12.60.1Extra for providing and fixing ceiling to curved surfaces in narrow widthssqm186.5
12.60.2Providing and fixing false ceiling with 12 mm thick plain/or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS :3087 finished with a coat of aluminum primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodized aluminum (with 15 micron anodic coating) T-sections 35x15x1.5 mm size main runners and cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S. rod fixed to roof slab ny means of ceiling cleats. The suspenders shall be placed 600x1200 mm centre to centre including fixing to the frame with CP brass screws and applying a priming coat of zinc chromate yellow primer for steel members complete (Frame work and suspenders to be paid for separately)sqm670.9
12.60.3Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain/or with design particle board ceiling tiles in item above.sqm528.5
12.61Providing 10 mm thick plaster of Paris (Gypsum anhydrous) ceiling upto a height of 5 m above floor level over first class kail wood strips 25x6x mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden
frame (frame work to be paid separately)
12.61.1Flat surfacessqm939.3
12.61.2Curved surfacessqm946.2
12.62Extra for any sunk or raised moldings in the plaster of Paris (Gypsum anhydrous) ceilingsqm283
12.63Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres height from floor level.sqm111.1
12.64Providing and fixing 12 mm thick plaster of pairs (Gypsum anhydrous) ceiling tiles upto a height of 5 metres above floor level over wooden frames and rendered smooth with plaster of pans (frame work to be paid separately).sqm652.8
12.65Extra for providing and fixing plaster of Paris (Gypsum anhydrous) ceiling tiles beyond 5 metres height form floor level.(Height beyond 5 m to be measured for extra payment)sqm51.9
12.67Extra for making chamfered edges of beading
12.67AThermal Insulation of roofing with bonded mineral wool, laid over false ceiling with suitable adhesive as per directions of the Engineer -in-charge.sqm211
12.67BThermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in charge
12.67B.1With Type N-Normalsqm241.8
12.67B.2With Type SE Self Extinguishing typesqm241.8
12.68Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement :4 fine sand)
12.68.1Stone ware spoutspout105.5
12.68.2Cement concrete spoutspout105.5
12.71Providing 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 10x10x10 cm of 1:2:4 mix(1ceme.it:2coarse sand:4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc.
12.71.175 mm diametereach178.4
12.71.2100 mm diameter ;each175
12.71.3150 mm diameter . . . .each195.1
12.73Providing lead caulked joints to sand cast iron rain water pipes and fittings:
12.73.175 mm dia pipeeach168.6
12.73.2100 mm dia pipeeach214.8
12.73.3150 mm dia pipeeach293.8
12.74Providing 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):
12.74.2Sand cast iron plain shoes
12.74.2.3150 mm diametershoe341.2
12.78Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal
ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
12.78.175 mm diametermetre162.7
12.78.2110 mm diametermetre257.5
12.79Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
12.79.1Coupler
12.79.1.175 mmeach79.8
12.79.1.2110mmeach120
12.79.2.1Single pushfit coupler
12.79.2.175 mmeach270.4
12.79.2.2110 mmeach374.6
12.79.3Single tee with door
12.79.3.175x75x75 mmeach141.6
12.79.3.2110x110x110mmeach193.4
12.79.4Single tee without door
12.79.4.175x75x75mmeach124.2
12.79.4.2110x110x110 mmeach190.7
12.79.5Band 87.50
12.79.5.175 mm bendeach91.8
12.79.5.2110 mm bendeach132
12.79.6Shoe plain
12.79.6.175 mm shoeeach81.1
12.79.6.2110m Shoeeach115.95
12.8Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete
12.80.175 mmeach184.1
12.80.2110 mmeach182.72
12.81Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.each47.9
12.82Providing and fixing at all height false ceiling of 12.5 mm thick -tapered edge gypsum board conforming to IS : 2095 including -providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanized in accordance with zinc coating 600 as per IS : 277 and consisting of angle cleats of size 25 mm wide x 16 mm thick with flanges of 22 mm and 27 mm at 1200 mm centre to centre one flange fixed to the ceiling with dash fastener 12.5 mm dia x 40 mm long with 6 mm dia bots to the angle hangers of 25x25x5 mm of required length, and other end of angle hanger being fixed with nut and bots to rate 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 clips of 10.5 mm at 450 mm centre to centre shall be be fixed in a direction perpendicular to G. I. channel with connecting clips made out of 2.64 mm dia x 230 mm long G. I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long . the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450 mm centre to centre with 25 mm long dirve-all screws @ 230 mm interval including jointing and fixing to a flush of tapered and square edges of the gypsum board with recommended filler., paper tapes, finisher and two coats of primer suitable for gypsum board as per manufactures specification and also including the coat cutouts made with frame of perimeter channels suitably fixed all complete as per- drawing and specification and direction of the Engineer-in-Charge but excluding the cost of painting.each738.3
12.45Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 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 to G.I. intermediate channel with connecting clips made out of
2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutoutsmade with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
12.45.112.5 mm thick tapered edge gypsum plain board conforming
to IS: 2095- Part I		sqm828.2
12.45.212.5 mm thick tapered edge gypsum fire resistant board
conforming to IS: 2095- Part I		sqm964.9
12.45.312.5 mm thick tapered edge gypsum moisture resistant
board		sqm993
12.45.4Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer’s specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60.sqm1175.6
12.46Providing 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.each72
12.47Providing & 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.
12.47.12 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3"
or 6" ) as specified		sqm1097.9
12.47.22 mm thick flatsqm967.1
12.48Providing & fixing on roof pressed clay tile (Mangalore tile) of 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)sqm292.1
12.49Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately).sqm20.5
12.5Providing 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 grams per sqm 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during 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 55 mm) 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.sqm625.1
12.51Providing and fixing precoated galvanised steel sheet roofing accessories
0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm 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 :
12.51.1Ridges plain (500 - 600mm)sqm396.8
12.51.2Flashings/ Aprons.( Upto 600 mm)meter377.9
12.51.3North light curvesmeter432.8
12.51.4Barge board (Upto 300 mm)metre355.7
12.51.5Crimp curvesqm391.8
12.51.6Gutter (600 mm over all girth)metre898.7
12.52XProviding 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 main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" 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 galvanised 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.
12.52x.1GI 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.sqm1348.4
12.52x.2GI 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.sqm1502.9
12.52x.312.5 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 completely
sealed unit.		sqm1706.6
12.52x.412.5 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.sqm1004.2
12.53XProviding 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 galvanised steel sections (galvanising @ 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 cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘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.sqm1475.4
12.54xProviding and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm 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 tiles into spring T with :
12.54X.1GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of GI 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.sqm1626.3
12.54X.2GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, 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 of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation.sqm1752.8
12.55XProviding 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 coarse sand) and grouting the joints with mix of white cement & 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.sqm1101.6
12.56XProviding and laying roof insulation 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 coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge.		sqm1349.9
12.57XProviding 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, rawel plug & washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in-Charge.sqm259.8
12.58XProviding and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" 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.
12.58X.18 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool
of 48 kg /cum backing.		sqm1608.2
12.59XProviding & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS :
277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/ c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with:
12.59X.18 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process.sqm1012.7
12.61XProviding 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 ceilng and held in position by criss- crossing Gl wire.sqm224.7
12.62XProviding 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 wirh screw, rawel plug & washers and held and in position by criss cossing GI wire etc. complete as per directions of
Engineer-in-Charge.		sqm230.4
12.63XProviding and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & 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 strctly as per manufacturer's specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge.sqm261.7
12.64XProviding & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 60 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).
12.64X.10.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm,
cover width 1000mm		sqm890.2
12.64X.20.71 mm, troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.sqm1112.2
12.64X.30.91 mm, troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width
1000mm.		sqm1405.7
12.64X.40.56mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width
1050mm.		sqm1154.7
12.64X.50.71mm Aluminium profile with center to center pitch of 175 mm,depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm cover width
1050mm.		sqm1442.4
12.64X.60.91mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm,cover width 1050mm.sqm1825
12.64X.70.56mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 mm, depth of 19 mm, overall profile width
1250mm,cover width 1150mm.		sqm870.4
12.64X.80.71mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 mm,depth of 19 mm, overall profile width 1250mm,cover width 1150mm.sqm1100.6
12.64X.90.91mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 mm,depth of 19 mm, overall profile width
1250mm,cover width 1150mm.		sqm1407.6
12.65XProviding & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 60 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In- Charge. {Cost of truss/frame work shall be paid separately).
12.65X.10.56 mm, Aluminium Color coated troughed profile with center
to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm		sqm1019.8
12.65X.20.71 mm, Aluminium Color coated troughed profile with center
to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.		sqm1277.6
12.65X.30.91 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile
width1092 mm, cover width 1000mm.		sqm1618.8
12.65X.40.56mm Aluminium color profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover
width 1050mm.		sqm1326.8
12.65X.50.71mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of
1144mm, cover width 1050mm.		sqm1660.4
12.65X.60.91mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of
1144mm, cover width 1050mm.		sqm2103.8
12.65X.70.56 mm Aluminium profile with center to center pitch of
177.5 mm, depth of 28.5 mm, 987mm overall profile width, cover width 900mm		sqm1079.5
12.65X.80.71 mm Aluminium profile with center to center pitch of 177.5
mm, depth of 28.5 mm,987mm overall profile width, cover width 900mm		sqm1364
12.66XProviding and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 60mm with 3mm thick EPDM seal and SS plain washer complete:
12.66X.1Precoated/mill finish aluminium Ridges plain (500- 600mm)metre915.7
12.66X.2Precoated/mill finish aluminium Flashings/ Aprons (Upto 600
mm)		metre858.5
12.66X.3Precoated/mill finish aluminium North light curvesmetre939.1
12.66X.4Precoated/mill finish aluminium Barge board (Upto 200 mm)metre718.9
12.66X.5Precoated/mill finish aluminium Crimp curvemetre798.3
12.66X.6Precoated/mill finish aluminium Gutter (600 mm over all girth)metre1392.9
13.0 Finishing
13.11Cement plaster in course sand
12 mm cement plaster of mix:
2013-11-01 00:00:001:3 (1 cement:3 coarse sand)sqm164.3
2013-11-02 00:00:001:4(1 cement :4 coarse sand)sqm152.9
2013-11-03 00:00:001:5(1 cement: 5 coarse sand)sqm146.8
2013-11-04 00:00:001:6(1 cement: 6 coarse sand)sqm141.5
13.1215 mm cement plaster on rough side of single or half brick wall of
mix.
2013-12-01 00:00:001:3 (1 cement :3 coarse sand)sqm190
2013-12-02 00:00:001:4(1 cement: 4 coarse sand )sqm176.4
2013-12-03 00:00:001:5 (1 cement: 5 coarse sand)sqm169.1
2013-12-04 00:00:001:6 (1 cement: 6 coarse sand)sqm162.8
13.1320 mm cement plaster of mix ;
13.13.11:3 (1 cement: 3 coarse sand)sqm227.6
13.13.21: 4(1 cement: 4 coarse sand)sqm209.9
13.13.31:5(1 cement: 5 coarse sand)sqm200.3
13.13.41:6(1 cement: 6 coarse sand)sqm192.1
13.1412 mm lime plaster of mix:
13.14.11:1:1 (1 lime putty:1 surkhi:1sand )sqm133.7
13.14.21:1:2(1 limeputty :1surkhi:2 sand)sqm126.7
13.14.31:2(1 lime: 2surkhi)sqm146.2
13.14.41:3(1lime putty: 3surkhi)sqm145.5
13.17CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT
13.17.112 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cementsqm203.6
13.17.212 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqmsqm192.2
13.1815 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall.sqm229.3
13.1918 mm cement plaster in two coat under layer 12 mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with
sponge		sqm218.2
13.218 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement :5 coarse sand) and top layer 6 mm thick, cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with
sponge.		sqm227.4
13.246 mm cement plaster to ceiling of mix :
13.24.11:3(1 cement: 3 coarse sand)sqm131.3
13.24.21:4(1 cement: 4 coarse sand)sqm125.6
13.26Neat cement punningsqm40.5
13.3Rough cast plaster upto 10m night above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4(1 cement :4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement :3 course sand) mixed with 10% finely grounded hydrated lime by volume of cement:
13.30.1Ordinary cement finish using ordinary cementsqm399.2
13.31Rough cast plaster with a mixture of sand and gravel or crushed stone from 2.36 to 12.5 mm nominal size dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:5(1 cement:5 coarse sand ) and top layer 10 mm cement plaster 1:3(1 cemeht;3 coarse sand) mixed with 10% finely grounded hydrated lime by volume of cement:
13.31.1Ordinary cement finish using ordinary cementsqm393
13.32Pebble dash plaster with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size dashed over and including fresh plaster in two layers under layer 12 mm cement plaster 1:4(1 cement: 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3(1 cement :3 coarse sand) mixed with 10% finely grounded hydrated lime by volume of cementsqm376.4
13.36Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:
13.36.112 mm cement plaster 1:3(1 cement :3 sand)sqm9
13.36.212 mm cement plaster 1:4(1 cement :4 sand)sqm7.2
13.36.315 mm cement plaster 1:3(1 cement :3 sand)sqm10.3
13.36.415 mm cement plaster 1:4(1 cement :4 sand)sqm8.2
13.36.520 mm cement plaster 1:3(1 cement:3 sand)sqm12.8
13.36.620 mm cement plaster 1:4(1 cement: 4 sand)sqm10.1
13.37Extra for plastering exterior walls of height more than 10m form ground level for every additional height of 3 m or part there ofsqm44.4
13.38Extra for plastering on circular work not exceeding 6 m in radius :
13.38.1In one coatsqm20.1
13.38.2In two coatssqm29.1
13.39Extra for plastering done on moulding cornices or architraves
including neat finish to line and level:
13.39.1In one coatsqm287.4
13.39.2In two coatssqm473.2
13.4Extra for plastering:
13.40.1Spherical ceilingsqm75
13.40.2Groined ceilingsqm81.9
13.40.3Flewing soffitssqm48.9
13.40AProviding and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.sqm127.9
13.45Finishing walls with textured exterior paint of required shade :
13.45.1New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqmsqm215.2
13.46Finishing walls with Acrylic Smooth exterior paint of required
shade :
13.46.1New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)sqm137
13.46AFinishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :
13.46A.1New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)sqm132.5
13.48Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.
13.48.1Two 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.		sqm117.3
13.48.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.75 ltr/ 10 sqm of approved brand and manufacture.sqm103.3
13.48.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.sqm45.7
13.48.4Extra for lining out plaster to imitate stone or concrete blocks wallingsqm45.7
13.48AFinishing 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.
13.48A.1New 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.sqm112
13.512 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 coarse sand):
13.50.1Flush Band1 m long & 1cm wide3.2
13.50.2Sunk Band1m long & 1cm wide3.5
13.50.3Raised Band1m long &
1cm wide		3.9
13.50.4Molded Band1m long &
1cm wide		6.7
13.5118 mm thick plain cement mortar band in cement mortar 1:4(1 cement :4 coarse sand):
13.51.1Flush Band1m long & 1cm wide3.9
13.51-2Sunk Band1m long & 1cm wide4.3
13.51.3Raised Band1m long &
1cm wide		4.9
13.51.4Molded Band1m long & 1cm wide8.9
13.5218 mm thick molded cement mortar band in two coats, under layer 12 mm thick with cement mortar 1:5(1 cement:5 coarse sand top layer 6 mm thick with cement mortar 1:4(1 cement :4 coarse sand)1m long & 1cm wide8.9
13.56Pointing on brick work with cement mortar 1:3(1 cement:3 coarse sand):
13.56.1Flush pointingsqm109
13.56.2Ruled pointingsqm116.3
13.56.3Struck or weathered pointingsqm142.4
13.56.4Raised and cut pointingsqm176.8
13.57Pointing on brick flooring with cement mortar 1:3(1 cement:3 coarse sand):
13.57.1Flush pointingsqm92.7
13.57.2Ruled pointingsqm100.2
13.58Pointing on brick flooring with cement mortar 1:4(1 cement :4 coarse
sand):
13.58.1Flush pointingsqm92.3
13.58.2Ruled pointingsqm94.6
13.63Pointing on tile brick work with cement mortar 1:3(1 cement :3 coarse sand):
13.63.1Flush pointingsqm144
13.63.2Ruled pointingsqm150.8
13.63.3Struck or weathered pointingsqm177.3
13.64Pointing on stone work with cement mortar 1:3(1 cement:3 fine sand):
13.64.1Flush pointingsqm156.3
13.64.2Ruled pointingsqm168.1
13.64.3Raised and cut pointingsqm286.1
13.68Pointing on stone slab ceiling with cement mortar 1:2 (1 cement :2 coarse sand):
13.68.1Flush pointingsqm87.8
13.68.2Ruled pointingsqm93.6
13.69Extra for pointing on walls on the outside at height more than 10m from ground level for every additional height of 3 m or part there ofsqm7.6
13.7White washing with lime to give an ever shade
13.70.1New work (three or more coats)sqm18.9
13.70.2Old work (two or more coats)sqm10.4
13.70.3Old work (one or more coats)sqm6
13.71Satna lime wash on wads one coatsqm7.3
13.72White washing with whiting to give an even shade :
13.72.1New work (three or more goats)sqm17.9
13.72.2Old work (two or more coats)sqm10.7
13.72.3Old work (one or more coats)sqm6.3
13.73Colour washing such as green, blue or buff to give an even shade
13.73.1New work (two or more coats) with a base coat of white
washing		sqm25.9
13.73.2New work (two or more coats) with a base coat of whitingsqm26.3
13.73.3Old work (two or more coats) with limesqm13.6
13.73,4Old work (two or more coats) with whitingsqm14.1
13.73.5Old work ( one or more coats ) with limesqm7.7
13.73.6Old work (one or more coats ) with whitinqsqm8
13.74Removing white or colour wash by scrapping and sand paper in and preparing the surface smooth including necessary repair scratches etc. completesqm7.7
13.75Distempering with dry distemper of approved brand and manufacture (two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade.sqm70.5
13.76Distempering with dry distemper of approved brand and manufacture ( one or more coats ) and of required shade on old work to give an even shade .sqm30.7
13.77Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .
13.77.2New work (two or more coats ) over and including priming coat with cement primersqm102.3
13-.77.3Old work (one or more coats)sqm33.2
13.77ADistempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications.
13.77A.1Two or more coats on new worksqm56.6
13.77A.2One or more coats on old worksqm34
13.78Applying one coat of cement primer of approved brand and
manufacture on wall surface:
13.78.1Cement primersqm38.6
13.78.2Distemper primersqm38.7
13.78AProviding 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 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete.sqm256.5
13.79Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade
13.79.1New work (three or more coats)sqm81.2
13.79.2Old work (one or more coats)sqm61.1
13.79AExtra for addition of synthetic Polyester triangular fibre of length 6 mm, effective diameter 10-40 microns and specific gravity of 1.34 to
1.40 in cement plaster/mortar by using 125 gms. of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-Charge.		per 50 kg bag of cement68.6
13.8Removing dry or oil bound distemper by scrapping, sand paper and preparing the surface smooth including necessary repari scratches tec. Gmpletesqm9.7
13.80 A.1Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.sqm81.1
13.80 A.2Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.sqm105.4
13.81 ADistempering 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.
13.81.1 AOne coatsqm33.1
13.81.2BTwo coatssqm52.6
13.81Applying priming coat:
13.81.1With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood)sqm39.7
13.81.2with ready mixed aluminum primer of approved brand and manufacture on resinous wood and plywood.sqm41.2
13.81.3With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized
iron/steel works		sqm34.6
13.81.4With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel work (second coat)sqm19.3
13.82Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:
13.82.1New steel work (two or more coats)sqm83.5
13.82.2New wood work (two or more coats)sqm83.5
13.82.3Old steel work (one or more coats)sqm54.1
13.82.4Old wood work (one more coats)sqm54.1
13.82.APainting one thin coat with white lead of approved brand and manufacture on wet or patchy portion of plastered
surfaces.		sqm63.6
13.82BFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.
13.82B.1On steel worksqm120.5
13.82B.2On concrete worksqm122.7
13.83Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
13.83.1New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant
solution		sqm88.5
13.83.AApplying a coat of mordant paint on G.S. sheet.
13.83A.11 With a solution of 38 gms of copper acetate in a litre of soft watersqm23.1
13.83.A.2With a solution made of 13 gms hydrochloric acid in a solution of 13 gms. Each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft
water		sqm23.2
13.84Painting (two or more coats) onrain water, soil, waster and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work:
13.84.150 mm diameter pipessqm18.7
13.84.275 mm diameter pipessqm26.5
13.84.3100 mm diameter pipessqm35.2
13.84.4150 mm diameter pipessqm52.4
13.85Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture on old work:
13.85.150 mm diameter pipesmetre8.5
13.85.275mm diameter pipesmetre12
13.85.3100 mm diameter pipesmetre15.9
13.85.4150 mm diameter pipesmetre23
13.86Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of ready mixed zinc chromatic yellow primer on new work.
13.86.150 mm diameter pipesmetre19.8
13.86.275 mm diameter pipesmetre27.6
13.86.3100 mm diameter pipesmetre36.7
13.86.4150 mm diameter pipesmetre54.6
13.86A6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In- Charge.sqm157.2
13.87Painting (one more coats) on rain water soil, waste and vent pipes and filings with synthetic enamel paint of approved brand and manufacture and required colour on old work:
13.87.150 mm diameter pipesmetre8.8
13.87.275 mm diameter pipesmetre12.8
13.87.3100 mm diameter pipesmetre16.5
13.87.4150 mm diameter pipesmetre23.9
13.88Painting with oil type wood preservative of approved brand and manufacture:
13.88.1New work (two or more coats)sqm34.1
13.88.2Old work(one or more coats)sqm25.2
13.88 AProviding and applying two coats of fire retardent paint FR 881 unthinned on cleaned wood/ply surface @ 3.5 sqm per litre per coat inncluding preparation of base surface as per recommendationnns of fmanufacturer to make the surface fire retardent.sqm235.2
13.89Coal tarring two coats on new work using 0.16 and 0.12 litre coat sqm in the first coat and second coat respectively.sqm36.7
13.92Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:
13.92.1Two or more coats on new worksqm86.4
13.92.2One or more coats on old worksqm55.9
13.93Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
13.93.1Two or more coats on new worksqm84.5
13.93.2One or more coats on old work.sqm54.3
13.94Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
13.94.1Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacturesqm116.5
13.95Painting with aluminum paint of approved brand and manufacture to give an even shade.
13.95.1Two or more coats on new worksqm70.1
13.95.2One or more coats on old work.sqm45.2
13.96Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade:
13.96.1Two or more coats on new work.sqm88.5
13.96.2One or more coats on old work.sqm57
13.97Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:
13.97.1Two or more coats on new worksqm65.6
13.97.2One or more coats on old work.sqm43.3
13.98Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade:
13.98.1Two or more coats on new work.sqm103.1
13.98.2One or more coats on ole work.sqm66.1
13.1Varnishing with varnish of approved brand and manufacture:
13.100.1Two or more coats of glue sizing with copal varnish over
an under coat of flatting varnish.		sqm115.5
13.100.3One or more coats with copal varnish.sqm46.2
13.100.4Two more coats glue sizing with spar varnish or an under
coat of flatting varnish.		sqm116.6
13.100.6One or more coats with sprit varnish.sqm46.8
13.101French spirit polishing:
13.101.1Two or more coats on works including a coat of wood
filler.		sqm215.8
13.101.2One or more coats on old work.sqm109.7
13.104Polishing on wood work with ready made wax polish of approved brand and manufacture:
13.104.1New worksqm94.6
13.104.2Old worksqm48.2
13.105Floor polishing on masonry or concrete floors with wax polish off approved brand and manufacture.sqm42.5
13.106Lettering with black Japan paint of approved brand and manufacture1 letter of 1cm hight2.7
13.107Re-lettering with black Japan paint of approved brand and manufacture.1 letter of 1cm hight1.8
13.112Washed stone grit plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement :4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, tope layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand :2 stone chipping 10 mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer -in charges (Payment for providing grooves shall be made separately)sqm516.3
13.113Forming groove of uniform size in the top layer of washed stone grit piaster as per approved pattern using wooden batten nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charges.
13.113.115 mm wide and 15 mm deep groovemetre31.4
13.113.220 mm wide and 15 mm deep groovemetre32
13.114Extra for washed grit plaster on exterior walls of height more than 10 m from ground level for every additional hight of 3 m or part there ofsqm62.1
13.115Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in coats).sqm54
13.116Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.metre47.1
Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this drybsurface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.
(Final coat to be done in 1 or 2 layers without gap of time.)		sqm786.9
Extra for using white cement in place of ordinary cement in the top layer of the item washed stone grit plaster.sqm90.9
14.0 REPAIRS TO BUILDINGS
14.1Repairs to plaster of thickness 12 mm to 20 mm in patches of area
2.5 sq. meters 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, all complete as per direction of Engineer-in-Charge.
2014-01-01 00:00:00With cement mortar 1:4 (1 cement :4 fine Sand)sqm237.2
2014-01-02 00:00:00With cement mortar 1:4 (1cement: 4 coarse sand)each237.2
14.2Fixing 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 coarse 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, all complete as per direction of Engineer-in- Charge.
2014-02-01 00:00:00Door chowkhatseach795.2
2014-02-02 00:00:00Window chowkhatseach477.6
2014-02-03 00:00:00Clerestory window chowkhatseach361.7
14.3Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/ Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical
fastener.		each163.5
14.4Making 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 to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge.
2014-04-01 00:00:00For door/ window/ clerestory windowsqm534.5
14.5Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
2014-05-01 00:00:00Float glass panes of thickness 4 mmsqm723.8
2014-05-02 00:00:00Float glass panes of thickness 5.5 mmsqm1026.9
14.6Renewing glass panes, with wooden fillets wherever necessary:
2014-06-01 00:00:00Float glass panes of thickness 4 mmsqm931
2014-06-02 00:00:00Float glass panes of thickness 5.5 mmsqm1234.1
14.7Renewing glass panes and refixing existing wooden fillets:
2014-07-01 00:00:00Float glass panes of thickness 4 mm(weight not less than 10kg/sqm)sqm770.6
2014-07-02 00:00:00Float glass panes of thickness 5.5 mm(weight not less than 12.5kg/sqm)sqm1073.8
14.8Supplying and fixing new wooden fillets wherever necessary:
2014-08-01 00:00:002nd class teak wood filletsmetre43.2
2014-08-02 00:00:00Hollock wood filletsmetre36.5
14.9Renewal of old putty of glass panes (length)metre25.3
14.1Refixing old glass panes with putty and nailssqm318.5
14.11Fixing old glass panes with wooden fillets (excluding cost of fillets)sqm276
14.12Providing 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.Each294.1
14.13Regrading terracing of mud phaska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge.sqm405.8
14.14Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4 coarse sand), including necessary repairs and cement pointing with same mortar complete, including disposal of rubbish to dumping ground, all complete as per direction of Engineer-in-Charge.
14.14.1Red/ white sand stone slabs 30 to 50 mm thicksqm755.2
14.15Renewing 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, all complete as per direction of Engineer-in-Charge.
14.15.1Sal wood battenscum87890.1
14.16Renewing 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, all complete as per direction of Engineer-in-Charge.
14.16.1Not exceeding 4.00 metres in length.
14.16.1.1Sal wood beamscum90286
14.16.1.2Hollock wood beamscum56785.2
14.16.2Above 4.00 metres and upto 5.00 metres length.
14.16.2.1Sal wood beamscum91391.1
14.16.2.2Hollock wood beamscum57852.3
14.17Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.sqm28.6
14.18Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska :
14.18.1With F.P.S. brick tilessqm60.9
14.18.2With modular brick tilessqm61.7
14.19Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking.kg2.2
14.2Renewing 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.metre83.8
14.21Renewing 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.kg179
14.22Renewing 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.
14.22.1Wheel 50 mm dia and belowper wheels141.2
14.22.2Wheel above 50 mm diaper wheels222.2
14.23Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.Kl107.2
14.24Mud mortar made with local clay good earthcum654.6
14.25Brick work with common burnt clay bricks of class designation 7.5 in mud mortarcum4151.7
14.26Providing and fixing 25 mm thick shutters for cup board etc. :
14.26.1Panelled or panelled & glazed shutters :
14.26.1.1Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws.sqm3897.3
14.26.1.2Ist class teak wood including nickel plated bright finished
M.S. piano hinges with necessary screws.		sqm3277.9
14.26.2Glazed shutters :
14.26.2.1Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws.sqm3978.4
14.26.2.2 Ist class teak wood including nickel plated bright finished
M.S. piano hinges with necessary screws.		sqm3312.5
14.27Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with :
14.27.1Second class teak woodsqm3552.9
14.28Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete
14.28.120 mm diameter.metre284.8
14.28.225 mm diameter.metre351.7
14.29Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows.Kg99.6
14.3Providing joists (karries) including hoisting, fixing in position and applying wood preservative on unexposed surface etc. complete with :
14.30.1Sal woodcum86643.2
14.30.2Hollock woodcum53481
14.31Providing and fixing bright finished brass single acting spring hinges with necessary brass screws etc. complete :
2014-03-01 00:00:00150 mmEach623.5
14.31.2125 mmEach436.2
14.31.3100 mmEach384
14.32Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc. complete :
14.32.1150 mmEach697.1
14.32.2125 mmEach590
14.32.3100 mmEach571.3
14.33Providing and fixing bright finished brass flush bolts with necessary brass screws etc. complete
14.33.1250 mmEach220.8
14.33.2150 mmEach192.1
14.33.3100 mmEach138.6
14.34Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness completeEach229.6
14.35Providing and fixing bright finished brass hard drawn hooks and eyes
:
14.35.1300 mmEach83.8
14.35.2250 mmEach79.6
14.35.3200 mmEach71.8
14.35.4150 mmEach57.1
14.35.5100 mmEach49.7
14.36Providing and fixing bright finished brass fan light pivot with necessary brass screws etc. complete.Each36.3
14.37Providing and fixing 300 mm long bright finished brass chain with hook for fan light including necessary brass screws etc. complete.Each59.3
14.38Providing and fixing bright finished brass quadrant stay 300 mm long with necessary brass screws etc. complete.Each158.3
14.39Providing and fixing bright finished brass helical door spring (superior
quality).		Each433.8
14.4Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.
14.40.1125x70x4 mm (ordinary type)Each160.7
14.40.2100x70x4 mm (ordinary type)Each136.2
14.40.375x65x4 mm (heavy type)Each152.7
14.40.475x40x2.5 mm (ordinary type)Each87.9
14.40.550x40x2.5 mm (ordinary type)Each37.3
14.41Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete.Each244.3
FINISHING
14.42White washing with lime to give an even shade :
14.42.1Old work (two or more coats)Rate same as 13.70.2
14.42.2Old work (one or more coats)Rate same as 13.70.3
14.43Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completeRate same as 13.74
14.44Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade.Rate same as 13.76
14.45Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
14.45.1Old work (one or more coats)Rate same as 13.77.3
14.46Removing 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.Rate same as 13.80
14.47Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
14.47.1Old work (one or more coats)sqm45.9
14.48Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed
zinc chromate yellow primer on new work :
14.48.175 mm diameter pipesRate same as 13.84.2
14.49Painting (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 :
14.49.175 mm diameter pipesRate same as 13.85.2
14.49.2100 mm diameter pipesRate same as 13.85.3
14.49.3150 mm diameter pipesRate same as 13.85.4
14.5Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture over a priming coat of ready mixed zinc chromate yellow primer on
new work :
14.50.175 mm diameter pipesmetre31.8
14.50.2100 mm diameter pipesmetre45.1
14.50.3150 mm diameter pipesmetre67.2
14.51Painting (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 :
14.51.175 mm diameter pipesmetre15.4
14.51.2100 mm diameter pipesmetre19.8
14.51.3150 mm diameter pipesmetre28.1
14.52Painting with oil type wood preservative of approved brand and
manufacture:
14.52.1Old work (one or more coats)Rate same as 13.88.2
14.53Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:
14.53.1One or more coats on old workRate same as 13.92.2
14.54Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
14.54.1One or more coats on old workRate same as 13.93.2
14.55Painting with aluminium paint of approved brand and manufacture to give an even shade:
14.55.1One or more coats on old workRate same as 13.95.2
14.56Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade :
14.56.1One or more coats on old workRate same as 13.96.2
14.57Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
14.57.1One or more coats on old workRate same as 13.97.2
14.58French spirit polishing :
14.58.1One or more coats on old workRate same as 13.101.2
14.59Polishing on wood work with ready made wax polish of approved brand and manufacture :
14.59.1Old workRate same as 13.104.2
14.6Re-lettering with black Japan paint of approved brand and manufacture.Rate same as 13.106.2
14.61Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade.sqm47.3
14.62Providing and fixing C.P. brass chain and rubber plug complete for
sink or wash basin:
14.62.132 mm diaeach63.3
14.62.240 mm diaeach63.3
14.63Distempering with 1st quality acrylic washable distemper (ready made) of approved manufacturer and of required shade and colour complete. as per manufacturer's specification.
14.63.1One or more coats on old worksqm32.4
14.64Finishing walls with water proofing cement paint of required shade :
14.64.1Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.sqm61.6
14.64.2Old work (one or more coats @ 2.20 kg/10 sqm)
complete.		Rate same as 13.106.2
14.65Finishing walls with textured exterior paint of required shade :
14.65.1Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm.sqm161.5
14.65.2Old work (One or more coats) applied @ 1.82 ltr/10 sqm.sqm97.1
14.66Finishing walls with Acrylic Smooth exterior paint of required shade:
14.66.1Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surfacesqm81.7
14.66.2Old work (One or more coat applied @ 0.90 ltr/10 sqm).sqm53
14.67Finishing walls with Premium Acrylic Smooth exterior paint with
Silicone additives of required shade
14.67.1Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surfacesqm78.6
14.67.2Old work (one or more coats applied @ 0.83 ltr/10 sqm).sqm52.4
14.69Varnishing with varnish of approved brand and manufacture:
14.69.1One or more coats with copal varnishsqm48.1
14.69.2One or more coats with spar varnishsqm48.6
14.7Melamine polishing on wood work (one or more coat).sqm87.3
14.71Varnishing with flatting varnish of approved brand and manufacture
one or more coats on old work.		sqm51.7
14.72Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube
1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.		sqm178.3
Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
14.73Providing and fixing bright finished brass casement window fasteners or peg stays to windows/ ventilators with necessary welding and machine screws etc. complete.kg484.3
14.74Providing and fixing 14 mm bright finished brass spring catch to steel centre hung ventilators with necessary welding and machine screws etc. complete.each59.4
14.75Repair 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.sqm397.9
ROUTINE MAINTENANCE WORK
14.75ACleaning 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 tank, including marking the date of cleaning on the side of 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)litre0.2
14.76Cleaning 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-in-charge.each55.1
14.77Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth.metre274.9
14.78Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.
(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.
(iii) Chlorination of RCC internal surface by liquid chlorine.
(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.
(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.		sqm41.4
14.79Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge.each175.3
14.8Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge.
14.80.1Long pattern W.C Pan of size 580x440 mmeach2094.9
14.80.2Orissa pattern W.C Pan of size 580x440 mmeach3016.8
Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge.each136.4
Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge.each54
Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge.sqm1.5
Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes within 50 metres lead as per direction of Engineer- in-Charge.
(a) Internal Work - Exposed on wall		metre2.8
Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.each166.9
15.0 Dismantling and Demolishing
15.1Demolishing lime concrete and disposal of material within 50 metre lead.cum340.5
15.2Demolishing cement concrete including disposal of material within 50 metre lead:
2015-02-01 00:00:001:3:6 or richer mixcum970.9
2015-02-02 00:00:001:4:8 or leaner mixcum599.8
15.3Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:cum1411.2
15.4Demolishing R.B. work including stacking of steel bars and disposal of unserviceable material within 50 metres lead:cum1264.1
15.5Extra for cutting reinforcement bars in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or
R.B. work)		Per RCC489.5
15.6Extra for scrapping, cleaning and straightening reinforcement from
R.C.C. or R.B. work.		kg3.9
15.7Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:
2015-07-01 00:00:00In mud mortalcum283.2
2015-07-02 00:00:00In lime mortar with old mugnal brickscum706.3
2015-07-03 00:00:00In lime mortarcum340.5
2015-07-04 00:00:00In cement mortarcum823.7
15.8Removing mortar form bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured):
2015-03-01 00:00:00From brick work in mud mortarcum1866
2015-08-03 00:00:00From brick work in lime mortarcum2162.4
2015-03-01 00:00:00From brick work in cement mortarcum2706.2
15.9Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
2015-09-01 00:00:00In lime mortarcum463.7
2015-09-02 00:00:00In cement mortarcum982.5
15.1Desman tiling dressed stone work ashlar face stone work, marble work or precast concrete work including stacking of service able and disposal of unserviceable material within 50 metres lead:
2015-10-01 00:00:00In lime mortarcum586.6
15.10,2In cement mortarcum1148.6
15.11Removing mortar form stones and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured)
2015-11-01 00:00:00In lime mortarcum193.13
2015-11-02 00:00:00In cement mortarcum276.1
15.12Desman tiling doors windows and clerestory windows (steel or wood) shutters including chowkhats, architrage, holdfasts etc. complete and stacking within 50 metres lead:
2015-12-01 00:00:00Of area 3 sqm and beloweach151.8
2015-12-02 00:00:00Of area beyond 3 sqmeach208.8
15.13Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead.
15.13.1Of area 3 sqm and beloweach58.9
15.13.2Of area beyond 3 sqmeach78.1
15.14Dismantling wood work in frames, trusses, purlins and rafters upto
10 metres span and 5 metres height including stacking the material within 50 metres lead:
15.14.1Of sectional area 40 cm* and abovecum1844.2
15.14.2Of sectional area below 40cm2m7.4
15.15Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of of one metre or part thereof beyond 10
me res:
15.1!).1Of sectional area 40 cm2 and abovemetre per
metre span		259.5
15.15.2Of sectional area below 40 cm2cum per
meter span		0.8
15.16Extra for dismantling trusses, rafters purlins etc. of wood work for every additional height of one meter or part thereof beyond 5 meters.
15.16.1Of sectional area 40 square centimeters and abovecum/m ht.366.1
15.16.2Of sectional area below 40 square centimetersmetre
/metre ht		1.4
15.17Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in:
15.17.1R.S. Joistskg1.4
15.17.2Channels.angles, tees and flatskg1
15.18Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plats, bolts, nuts, cutting hvets, welding etc. including dismem bering and stacking within 50 metres lead.kg2.3
15.19Dismantling steel work in built up sections without dismembering and stacking within 50 metres leadkg1.6
15.2Extra for dismantling trusses, rafters, purlins etc. Of steel work for every additional span of one metre or part thereof beyond 10 metreskg0.3
15.21Extra for dismantling trusses, rafters, purlins etc. Of steel work for every additional height of one metre or part there of beyond 5 metreskg0.3
15.22Extra for marking of structural steel work required to be re- erected.kg1.6
15.23Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
15.23,1For thickness of tiles 10 mm to 25 mmsqm30.7
15.23.2For thickness of tiles above 25 mm and upto 40 mmsqm47.5
15.24Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable
material within 50 metres lead.		cum535.6
15.25Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.sqm106.7
15.26Demolishing brick tile covering in terracing including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead.		sqm44.1
15.27Demolishing mud phaska in terracing and disposal of material within 50 metres leadcum369.1
15.28Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of:
15.28.1G.S. Sheetsqm67.5
15.28.2Asbestos sheetsqm31.9
15.29Dismantling stone slab roofing over wooden karries or R.C.C battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead:cum1066.6
15.3Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.sqm102.5
15.31Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.sqm83.8
15.32Demolishing thatch roofing including mats,bamboo,jaffari etc, complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead .sqm23.1
15.33Dismantling wooden bailies in posts and struts including stacking within 50 metres leadm8.4
15.34Dismantling and stacking 50 metres lead.tencing posts or struts including all earth work and dismantling of concrete etc. in base of:
15.34.1T' or 'I.' iron or pipeeach115.1
1534.2R. C. C.each134.57
15.35Cutting bailies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead.each11.8
15.36Dis nantling barbed wire or flexible rope in fencing including making roll:; and stacking within 50 metres lead.kg14.5
15.37Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead.sqm26.6
15.38Dismantling expanded metal or R.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead.sqm31
15.39Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead.
15.39.1Upto 10 mm thicksqm25.6
15.39.2Thickness above 10 mm upto 25 mmsqm32.7
15.39.3Thickness above 25 mm upto 40 mmsqm38.7
15.4Dismantling precast concrete or stone slabs in walls , partition walls etc. including stacking within 50 metres lead.
15.40.1Thickness upto 40 mmsqm116.8
15.40.2Thickness above 40 mm upto 75 mmsqm174.9
15.41Dismantling cement asbestos, Celotax or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.sqm23.7
15.42Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead.
15.42.175 to 80 mm dia pipe .m30.3
15.42.2100 mm dia pipem31.3
15.42.3150 mm dia pipem32.3
15.43Dismantling including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
15.43.1Water bound macadam roadsqm90
15.43.2'. Bituminous roadsqm174.4
15.44Dismantling 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 :
15.44.115 mm to 40 mm nominal boreper Metre65.3
15.44.2Above 40 mm nominal boreper Metre75.5
15.45Dismantling G.I. pipes including excavation and refilling trenches after taking out the pipes , breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes , lead at site within 50 metres lead.
15.45.1Upto 150 mm diameterm166.7
15.45.2Above 150 mm dia upto 300 mm diam225
15.45.3Above 300 mm diameterm296.3
15.46Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after laking out the pipes. Breaking lead caulked joints, melting of lead and making into blocks including stacking or pipes , lead at site within 50 metres lead.
15,46,1Upto 600 mm diameterm296.3
15.46.2Above 600 mm diameterm741
15.47Dismantling asbestos cement pressure pipes including excavation and refilling trenches after laking out the pipes and stacking the pipes within 50 metres lead .
15.47.1Upto 150 mm diameterm132.6
15.47.2Above 150 mm diameterm161.6
15.48Taking out C. I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C, wor and stacking of useful materials near the site and disposal of
unserviceable materials into municipal dumps within 50 metres
lead.		each288.2
15,49Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.CC. work and stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metreseach169.7
15.5Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely , taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead.each1875.3
15.51Dismantling or road gully chamber or various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavatedeach393.9
15.52Dismantling of flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.each396.1
15.53Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres.
15.53.Upto 150 mm dia .nos144.4
15.53.LAbove 150 mm diameternos498.4
15.54Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres leadnos297.4
15.55Dismantling of cement concrete platform along with curtain wall and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.
15.55.1120x120 cm(outside to outside)nos441.2
15.55.2210x120 cm (outside to outside)nos676.5
15.55.3320x120 cm (outside to outside)nos957.3
15.56Dismantling 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.sqm21.7
15.57Dismantling alumiuium/Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 m lead as directed by Engineer-in-charge.sqm23.7
BARRICADING WORK
15.58Providing sal ballah barricading with departmental sal ballah average 150 dia. And 2M long sal ballah post at interval of 2.5 M C/C fixed 0.5 M average below ground, packed with earth and Brick bats, well watered and rammed with three rows of average 100mm dia. Sal ballah horizontal runners fixed with iron spikes and wires, white washing one coat to exposed surface, dismantling the barricade after function, filling the holes, excluding carriage of sal ballah from and to godown up to 5K.M. lead, stacking them in countable stacks in godown including cost of all labour and materials and taxes all complete job as per specification and direction of E/l.Per m215.3
15.58ADemolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.Per cum1397.8
15.59Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.Per cum207.4
15.6Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.Per cum219.3
16.0 ROAD WORK
ROADS
16.1Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.sqm90.7
16.2Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).cum11.5
16.3Supplying and stacking at site.
2016-03-01 00:00:0090 mm to 45 mm size stone aggregatecum841
2016-03-02 00:00:0063 mm to 45 mm size stone aggregatecum868
2016-03-03 00:00:0053 mm to 22.4 mm size stone aggregatecum883.7
2016-03-04 00:00:00Over burnt (Jhama) brick aggregate 120 mm to 40
mm		cum1873.4
2016-03-05 00:00:00Over burnt (Jhama) brick aggregate 90 mm to 45
mm		cum1873.4
2016-03-06 00:00:00Stone screening 13.2 mm nominal size (Type A)cum800.1
2016-03-07 00:00:00Stone screening 11.2 mm nominal size (Type B)cum418.1
2016-03-08 00:00:00Red bajricum1557.3
2016-03-09 00:00:00Good earthcum187.7
2010-03-16 00:00:00Moorumcum431.2
16.4Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .cum487
16.5Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately)
2016-05-01 00:00:00Over burnt (Jhama) brick aggregate 120 mm to 40 mmcum359.4
2016-05-02 00:00:00Over burnt (Jhama) brick aggregate 90 mm to 45
mm		cum359.4
16.6Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.
2016-06-01 00:00:00With road roller/ hand rollersqm16.4
16.7Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50
metres.
2016-07-01 00:00:00With common burnt clay F.P.S. (non modular) bricks of class designation 7.5metre144.2
16.8Brick edging laid lengthwise with half brick depth including
excavation, refilling and disposal of surplus earth lead upto 50 metres :
2016-08-01 00:00:00With common burnt clay F.P.S. (non modular) bricks of class designation 7.5metre41
16.9Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacitysqm16.1
16.1Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri
consolidated with road roller.		sqm236.6
16.11Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.sqm550.5
16.12Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
2016-12-01 00:00:00With common burnt clay F.P.S. (non modular) bricks of class designation 7.5sqm504.8
16.13Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
16.13.1Bituminous portioncum2574.4
16.13.2Water bound macadamcum1357.4
16.14Cutting bajri paths and making good the same including supply of extra quantities of brick aggregate, moorum and red bajri required.sqm148
FENCING
16.15Supplying at site :
16.15.1R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse 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 (cost of earth works in excavation, concrete works in foundation to be paid separately).cum20774.1
16.15.2Welded 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).kg74.4
16.16Supplying and fixing turn buckles and straining bolts for barbed wire
fencing.		each set197.6
16.17Fencing 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 only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), 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) :- Payment to be made per metre cost of total length of barbed wire used.
16.17.1With G.I. barbed wiremetre10
16.18Fencing with angle iron 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 on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), 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.
16.18.1With G.I. barbed wiremetre15.8
16.19Supplying at site Angle iron post & 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.kg94.8
16.2Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm 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 70x45x50 cm 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, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately).Sqm32.2
ROAD SIGNS
16.21Engraving letters in hard stoneper cm height per
letter		4.8
16.22Providing and fixing 15x15x90 cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately).each168
16.23Providing and fixing 15 cm dia at top, 20 cm at bottom and 90 cm high precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) boundary stone as per standard design, including finishing smooth with cement mortar 1:3 (1 cement : 3 fine sand) (cost of excavation, refilling and concreting to be paid for separately).each465
16.24Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design, including finishing smooth in 1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.
16.24.135x111x25 cm sizeeach1759.1
16.24.250x152.5x25 cm sizeeach3120.5
16.24.335x93.5x18 cm Sizeeach1183.6
SURFACE DRESSING
16.25Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:sqm201.6
16.26Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete.Sqm269.6
16.27Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete.sqm164.9
16.28Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity , etc. complete :
16.28.1Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887)sqm191.6
16.29Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc.
complete :
16.29.1Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887)sqm120
PREMIX CARPET
16.3Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
16.30.1On W.B.M. @ 0.75 Kg I sqmsqm35.3
16.30.2On bituminous surface @ 0.50 Kg I sqmsqm26.7
16.31Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
16.31.1With rapid setting bitumen emulsion
16.31.1.1On W.B.M / W.M.M. @ 0.4kg/sqmsqm29.8
16.31.1.2On bituminous surface @ 0.25kg/sqmsqm19.2
16.31.2With medium setting bitumen emulsion
16.31.2.1On W.B.M / W.M.M. @ 0.4kg/sqmsqm31.1
16.31.2.2On bituminous surface @ 0.25kg/sqmsqm20
Note - Use of Item No. 16.81.1 shall be restricted only per site at sub
zero temperature or for emergency application
16.322 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
16.32.1With paving Asphalt grade VG - 10 heated and then
mixed with solvent at the rate of 70 grams per kg of asphalt		sqm123.3
16.32.2With paving Asphalt grade VG - 30 with no solventsqm145.6
16.32.3With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53sqm179.6
16.332.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
16.33.1With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphaltsqm148.6
16.33.2With paving Asphalt grade VG - 30 with no solventsqm176.4
16.33.3With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53sqm219.02
16.342 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using 96 kg per cum of chippings, including consolidation with road roller of 6 to 9 tonne capacity etc. complete.sqm214.8
16.352.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete .sqm263.5
16.36Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :
16.36.1For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @
0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.		sqm278.9
16.36.2For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/ 10 sqm.sqm406.9
16.37Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification).
16.37.125 mm thicksqm505.4
16.37.240 mm thicksqm832.8
16.382.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :
16.38.1With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of
asphalt		sqm186.8
16.38.2With paving Asphalt grade VG - 30sqm233.6
16.38.3With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53sqm305.3
16.394 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :
16.39.1With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of
asphalt		sqm282.4
16.39.2With paving asphalt grade VG - 30 with no solventsqm356.4
16.39.3With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53sqm469.7
SEAL COAT
16.4Providing and laying seal coat of premixed fine aggregate ( passing2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.sqm53.4
16.41Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with
0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.		sqm72.4
Note: Seal coat items to be operated only with the prior approval of chief Engineer concerned.
CONCRETE PAVEMENTS
16.42Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.cum4649
16.43"Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy
M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Nothing extra shall be payable for additional materials components recommended through design mix report in variance with CPWD
s1p6e.4c3if.i1cationsCement concrete prepared with batch mixing
machine		cum5585.5
16.43.2Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixercum6084.6
16.44Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete.litre48.2
16.45Providing and fixing in position pre-moulded joint filler in expansion
joints.		per cm
depth per		2.9
16.46Providing and laying in position bitumen hot sealing compound for expansion joints etc.
16.46.1Using grade 'A' sealing compound.2.3
PAINTING AREA / RUNWAY MARKING
16.47Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete.
16.47.1New work (Two or more coats)sqm110.6
16.47.2Old work (One or more coats)sqm69.7
16.48Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS
: 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.
16.48.1New work (Two or more coats)sqm135.2
16.48.2Old work (One or more coats)sqm88.1
MISCELLANEOUS
16.49Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.each1589.3
16.5Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in- charge.each145
16.51Preparation of sub-base road pavement with commercial dry lime (slaked), fly ash stabilised soil with a mix of 3% lime, 12% fly ash and 85% local suitable soil by weight, so as to achieve minimum field C.B.R. of 20, including mixing, rolling with road roller curing etc. all complete.
16.51.1Minimum thickness 15 cmcum862.1
16.52Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1 lime: 2 fly ash : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including finishing with 10mm thick cement mortar 1:3 (1 cement : 3 coarse sand) in foot paths, including preparation of sub grade with a hand rammer, laying 10 mm thick leveling course of fine sand (jamuna sand) and filling the joints with fine sand.cum5914.5
16.53Providing 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 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with
G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.)
/ Spring core (2.5mm 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)		metre272.6
16.54Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
16.54.150 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.cum7866.6
16.54.250 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.cum7759
16.55Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
16.55.150 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.cum5775.7
16.55.250 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.cum5714.2
16.56Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge.
16.56.125 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.sqm198.7
16.56.225 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.sqm196.7
16.57Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
16.57.140/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.cum8737.1
16.57.240/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacitycum9265.6
16.57.340/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.cum7835.6
16.57.440/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.cum11437.9
16.57.540/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.cum8653.1
16.57.640/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.cum9181.5
16.57.740/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.cum7751.6
16.57.840/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.cum11353.9
16.59Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi- lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in-charge.
16.59.1Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mmeach5952.8
16.59.2Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mmeach4384.7
16.6Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D- 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in- charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
16.60.1Overhead informatory road signagesqm5528.4
16.61Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.each
-		6606.7
16.62Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.sqm603.7
16.63Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.sqm427.7
16.64Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in- charge.sqm237.4
16.65Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.each781.4
16.66Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.
16.66.1All kind of soileach39.6
16.67Providing 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, 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 coarse 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.sqm1150.5
16.68Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.sqm714.9
16.69Providing 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 coarse 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).cum7998.8
16.7Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
16.70.1Made of G.I. wire of dia 4 mmsqm687.2
16.70.2Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shadesqm729.4
16.71Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.sqm799.6
16.72Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.cum1060.8
16.73Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately).sqm271.4
16.7475 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :
16.74.1Moorumsqm39.6
16.74.2Stone aggregate 20 mm nominal sizesqm68.7
16.74.3Stone aggregate 40 mm nominal sizesqm57.8
16.75Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).cum5842.7
16.76Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.cum169.7
16.77Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km
(by mechanical means).		sqm4.7
16.78Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
16.78.1With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30cum1310.4
16.78.2With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25cum1239.4
16.78.3With material conforming to Grade-III (size range
26.5 mm to 0.075 mm ) having CBR Value-20		cum1270
16.79Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.cum.1251.5
16.8Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- in- charge.cum2054.3
16.81Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.metre1643.4
(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
16.82Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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.metre15.9
16.83Taking 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-Chargesqm61
16.84Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer- in-charge. (Old CC paver blocks shall be supplied by the
department free of cost).		sqm70.8
16.85Laying 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 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), 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)metre45.6
16.86Providing and laying gang saw cut 18 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 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in- Charge.
16.86.1With granite stone of area less than 0.50 sqm.sqm3403.4
16.87Providing 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 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer- in-Charge.
16.87.1With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm.sqm3543.9
16.87.2With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm.sqm3686.5
16.88Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge.sqm1611.5
16.89Providing and laying matt finished vitrified tile of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.sqm996.1
16.9Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.sqm1464.3
16.91Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer- in-Charge.
16.91.160mm thick Cement concrete paver block of M-35 grade with approved colour, design & patternsqm714
16.91.280mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.sqm778
16.92Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.sqm1399.4
16.93Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.sqm2297.8
16.94Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.cum3007.7
16.95Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/ 3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in- charge.cum3375.6
16.96Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinc+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer- in- charge.cum3670

17.0 SANITARY INSTALLATIONS
17.1Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :
2017-01-01 00:00:00White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restseach4470.9
2017-01-02 00:00:00Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot restseach8765.6
17.2Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white
P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
2017-02-01 00:00:00W.C. pan with ISI marked white solid plastic seat and lideach4230
2017-02-02 00:00:00W.C. pan with ISI marked black solid plastic seat and lideach4116.3
17.3Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
2017-03-01 00:00:00W.C. pan with ISI marked white solid plastic seat and lideach5504.3
2017-03-02 00:00:00W.C. pan with ISI marked black solid plastic seat and lideach5390.6
17.4Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
2017-04-01 00:00:00One urinal basin with 5 litre white P.V.C. automatic flushing
cistern		each3723.2
2017-04-02 00:00:00Range of two urinal basins with 5 litre white P.V.C.
automatic flushing cistern		each5733.3
2017-04-03 00:00:00Range of three urinal basins with 10litre white P.V.C. automatic flushing cisterneach7929
2017-04-04 00:00:00Range of four urinal basins with 10 litre white P.V.C. automatic flushing cisterneach10799.9
17.5Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls
and floors wherever required :
2017-05-01 00:00:00Single half stall urinal with 5 litre P.V.C. automatic flushing cisterneach6469
2017-05-02 00:00:00Range of two half stall urinals with 5 litre P.V.C. automatic
flushing cistern		each9687.4
2017-05-03 00:00:00Range of three half stall urinals with 10 litre P.V.C. automatic flushing cisterneach12173.2
2017-05-04 00:00:00Range of four half stall urinals with 10 litre P.V.C. automatic flushing cisterneach14562.4
17.6Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C.automatic flushing cistern, with fittings, standard size G.I. / PVCflush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors
etc. wherever required :
2017-06-01 00:00:00Single squatting plate with 5 litre P.V.C. automatic flushing
cistern		each5167.3
2017-06-02 00:00:00Range of two squatting plates with 5 litre P.V.C. automatic flushing cisterneach7753
2017-06-03 00:00:00Range of three squatting plates with 10 litre P.V.C.
automatic flushing cistern		each10344
2017-06-04 00:00:00Range of four squatting plates with 10 litre P.V.C. automatic flushing cisterneach12716.6
17.7Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :
2017-07-01 00:00:00White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar tapseach2764.4
2017-07-02 00:00:00White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tapeach2369.9
2017-07-03 00:00:00White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar tapseach2530.3
2017-07-04 00:00:00White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tapeach2135.8
2017-07-05 00:00:00White Vitreous China Angle back wash basin size 600x480
mm with single 15 mm C.P. brass pillar tap		each2369.9
2017-07-06 00:00:00White Vitreous China Angle back wash basin size 400x400
mm with single 15 mm C.P. brass pillar tap		each1968.6
2017-07-07 00:00:00White Vitreous China Flat back wash basin size 450x300
mm with single 15 mm C.P. brass pillar tap		each1774.6
2017-07-08 00:00:00White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated leverseach3694.3
2017-07-09 00:00:00White Vitreous China Surgeon type wash basin of size660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI markedeach3085.7
2010-07-17 00:00:00Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tapeach3406.8
2011-07-17 00:00:00Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tapeach4075.8
17.7 AProviding and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-
(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer		each3932.1
17.7 BProviding and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.each1893.4
17.8Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.each1500
17.9Providing 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 :
2017-09-01 00:00:00White glazed fire clay kitchen sink of size 600x450x250 mmeach2778
17.1Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :
2017-10-01 00:00:00Kitchen sink with drain board
17.10.1.1510x1040 mm bowl depth 250 mmeach5231.5
17.10.1.2510x1040 mm bowl depth 225 mmeach5900.5
17.10.1.3510x1040 mm bowl depth 200 mmeach5499.1
17.10.1.4510x1040 mm bowl depth 178 mmeach5231.5
2017-10-02 00:00:00Kitchen sink without drain board
17.10.2.1610x510 mm bowl depth 200 mmeach3786.6
17.10.2.2610x460 mm bowl depth 200 mmeach2812.9
17.10.2.3470x420 mm bowl depth 178 mmeach2411.5
17.11Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :
2017-11-01 00:00:00Size 450x300x150 mmeach3748
2017-11-02 00:00:00Size 600x450x200 mmeach5085.9
17.12Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required :
2017-12-01 00:00:00White glazed fire clay draining board of size 600x450x25 mmeach1044.6
17.13Providing and fixing white vitreous china water closet squatting pan (Indian type) :
17.13.1Long pattern W.C. pan of size 580 mmeach1192.8
17.13.2Orissa pattern W.C. pan of size 580x440 mmeach2283.3
17.14Extra for using coloured W.C. pan instead of white W.C. pan :
17.14.1Orissa pattern W.C. pan 580x440 mmeach414.8
17.15Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan.each1928.7
17.16Extra 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.each167.2
17.16AProviding and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.each299.4
17.17Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet :
17.17.1250x130x30 mmpair189.8
17.17.2250x125x25 mmpair193.8
17.18Providing 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.
17.18.110 litre capacity - Whiteeach905.5
17.18.210 litre capacity - colouredeach877.2
17.19Providing and fixing controlled flush, low level cistern made of vitreous
china with all fittings complete.
17.19.110 litre (full flush) capacity-whiteeach1460.6
17.19.210 litre (full flush) capacity-colouredeach2062.6
17.2Providing and fixing solid plastic seat with lid for pedestal type W.C. pan
complete :
17.20.1White solid plastic seat with lideach586.5
17.20.2Black solid plastic seat with lideach472.8
17.20.3Coloured (other than black & white) solid plastic seat with
lid		each506.3
17.21Deleted.
17.22Providing and fixing G.I. inlet connection for flush pipe connecting with
W.C. pan.		each131.6
17.22AProviding and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.each886.2
17.22BProviding and fixing CP Brass Single lever telephonic wall mixer of quality & make as pproved by Engineer in charge.each6119.2
17.23(Par)o1vi5dimngmannodmfiixnianlgdwiahite vitreous china flat back or wall corner type
lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.		each1024.9
17.24Providing and fixing white vitreous china squatting plate urinal with
integral rim longitudinal flush pipe.		each2444.1
17.25Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :
17.25.1Flat back wash basin of size 630x450 mmeach1149.6
17.25.2Flat back wash basin of size 550x400 mmeach915.4
17.25.3Angle back wash basin of size 600x480 mmeach1149.6
17.25.4Angle back wash basin of size 400x400 mmeach748.2
17.25.5Flat back wash basin of size 450x300 mmeach554.2
17.25.6Surgeon type wash basin of size 660x460 mmeach1651.3
17.26Providing and fixing kitchen sink including making all connections excluding cost of fittings.
17.26.1White glazed fire clay sink of size 600x450x250 mmeach1884.6
17.27Providing and fixing white vitreous china laboratory sink including
making all connections excluding cost of fittings :
17.27.1Size 450x300x150 mmeach2152.2
17.27.2Size 600x450x200 mmeach3490.1
17.28Providing and fixing P.V.C. waste pipe for sink or wash basin including
P.V.C. waste fittings complete.
17.28.1Semi rigid pipe
17.28.1.132 mm diaeach91
17.28.1.240 mm diaeach101.7
17.28.2Flexible pipe
17.28.2.132 mm diaeach104.4
17.28.2.240 mm diaeach104.4
17.29Providing and fixing 100 mm sand cast Iron grating for gully trap.each45.2
17.3Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design.each45.3
17.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.each1068.5
17.32Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
17.32.1Circular shape 450 mm diaeach946.6
17.32.2Rectangular shape 453x357 mmeach857
17.32.3Oval shape 450x350 mm (outer dimensions)each855.4
17.32.4Rectangular shape 1500x450 mmeach1515.2
17.33Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.each713.3
17.34Providing and fixing toilet paper holder :
17.34.1C.P. brasseach550.7
17.34.2Vitreous chinaeach332.9
17.35Providing and fixing soil, waste and vent pipes :
17.35.1100 mm dia
17.35.1.1Sand cast iron S&S pipe as per IS: 1729metre978.3
17.35.1.3Hubless centrifugally cast (spun) iron pipes epoxy coated
inside & outside IS:15905		metre1022.9
17.35.1.2Centrifugally cast (spun) iron socket & spigot (S&S) pipe as
per IS: 3989		metre1036.5
17.35.275 mm diameter :
17.35.2.1Sand cast iron S&S pipe as per IS: 1729metre898.5
17.35.2.2Centrifugally cast (spun) iron socketed pipe as per IS: 3989metre907.3
17.35.2.3Hubless centrifugally cast (spun) iron pipes epoxy coated
inside & outside IS:15905		metre835.5
17.36Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
17.36.175 mm dia pipeeach72.9
17.36.2100 mm dia pipeeach85.9
17.37Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),including cost of cutting holes and making good the walls etc. :
17.37.1For 100 mm dia pipeeach178.5
17.37.2For 75 mm dia pipeeach174.5
17.38Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
17.38.1100 mm dia
17.38.1.1Sand cast iron S&S as per IS - 1729each530.7
17.38.1.2Sand cast iron S&S as per IS - 3989each597.6
17.38.1.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each550.8
17.38.275 mm dia
17.38.2.1Sand cast iron S&S as per IS - 1729each440
17.38.2.2Sand cast iron S&S as per IS- 3989each453.4
17.38.2.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each440
17.39Providing and fixing plain bend of required degree.
17.39.1100 mm dia
17.39.1.1Sand cast iron S&S as per IS - 1729each457.2
17.39.1.2Sand cast iron S&S as per IS : 3989each439.7
17.39.1.3Hubless centrifugally cast (spun) iron pipes epoxy coated
inside & outside IS:15905		each346.1
17.39.275 mm dia
17.39.2.1Sand cast iron S&S as per IS -1729each311.6
17.39.2.2Sand cast iron S&S as per IS - 3989each298.2
17.39.2.3Hubless centrifugally cast (spun) iron pipes epoxy coated
inside & outside IS:15905		each244.7
17.4Providing and fixing heel rest sanitary bend
17.40.1100 mm dia
17.40.1.1Sand cast iron S&S as per IS - 1729each513.3
17.40.1.2Sand cast iron S&S as per IS - 3989each439.7
17.40.275 mm dia
17.40.2.1Sand cast iron S&S as per IS - 1729each432
17.40.2.2Sand cast iron S&S as per IS - 3989each405.2
17.41Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :
17.41.1100x100x100x100 mm
17.41.1.1Sand cast iron S&S as per IS - 1729each1038.8
17.41.1.2Sand cast iron S&S as per IS - 3989each905
17.41.275x75x75x75 mm
17.41.2.1Sand cast iron S&S as per IS - 1729each754.4
17.41.2.2Sand cast iron S&S as per IS - 3989each721
17.42Providing and fixing double equal plain junction of required degree.
17.42.1100x100x100x100 mm
17.42.1.1Sand cast iron S&S as per IS - 1729each861.2
17.42.1.2Sand cast iron S&S as per IS - 3989each881.2
17.42.1.3Hubless centrifugally cast (spun) iron pipes epoxy coated
inside & outside IS:15905		each720.7
17.42.275x75x75x75 mm
17.42.2.1Sand cast iron S&S as per IS - 1729each579.2
17.42.2.2Sand cast iron S&S as per IS - 3989each659.4
17.42.2.3Hubless centrifugally cast (spun) iron pipes epoxy coated
inside & outside IS:15905		each398.5
17.43Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts
complete.
17.43.1100x100x100 mm
17.43.1.1Sand cast iron S&S as per IS - 1729each671.2
17.43.1.2Sand cast iron S&S as per IS - 3989each731.4
17.43.275x75x75 mm
17.43.2.1Sand cast iron S&S as per IS - 1729each573.8
17.43.2.2Sand cast iron S&S as per IS - 3989each573.8
17.44Providing and fixing single equal plain junction of required degree :
17.44.1100x100x100 mm
17.44.1.1Sand cast iron S&S as per IS - 1729each580.2
17.44.1.2Sand cast iron S&S as per IS - 3989each707.3
17.44.1.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each573.5
17.44.275x75x75 mm
17.44.2.1Sand cast iron S&S as per IS - 1729each452.1
17.44.2.2Sand cast iron S&S as per IS - 3989each498.9
17.44.2.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each318.3
17.45Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :
17.45.1100x100x75x75 mm
17.45.1.1Sand cast iron S&S as per IS - 1729each1032.4
17.45.1.2Sand cast iron S&S as per IS - 3989each1266.6
17.46Providing and fixing double unequal plain junction of required degree :
17.46.1100x100x75x75 mm
17.46.1.1Sand cast iron S&S as per IS - 1729each874.6
17.46.1.2Sand cast iron S&S as per IS - 3989each1108.7
17.46.1.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as perIS:15905		each573.5
17.47Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :
17.47.1100x100x75 mm
17.47.1.1Sand cast iron S&S as per IS - 1729each831.7
17.47.1.2Sand cast iron S&S as per IS - 3989each932.1
17.48Providing and fixing single unequal plain junction of required degree :
17.48.1100x100x75 mm
17.48.1.1Sand cast iron S&S as per IS - 1729each740.8
17.48.1.2Sand cast iron S&S as per IS - 3989each841.1
17.48.1.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each540.1
17.49Providing and fixing double equal plain invert branch of required degree:
17.49.1100x100x100x100 mm
17.49.1.1Sand cast iron S&S as per IS - 1729each774.2
17.49.1.2Sand cast iron S&S as per IS 3989each760.8
17.49.1.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each874.6
17.49.275x75x75x75 mm
17.49.2.1Sand cast iron S&S as per IS - 1729each599.2
17.49.2.2Sand cast iron S&S as per IS - 3989each632.7
17.5Providing and fixing single equal plain invert branch of required degree :
17.50.1100x100x100 mm
17.50.1.1Sand cast iron S&S as per iron 1729each620.4
17.50.1.2Sand cast iron S&S as per IS - 3989each613.7
17.501.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each560.1
17.50.275x75x75 mm
17.50.2.1Sand cast iron S&S as per IS - 1729each498.9
17.50.2.2Sand cast iron S&S as per IS - 3989each472.1
17.50.2.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each378.5
17.51Providing and fixing double unequal invert branch of required degree :
17.51.1100x100x75x75 mm
17.51.1.1Sand cast iron S&S as per IS - 1729each841.1
17.51.1.2Sand cast iron S&S as per IS - 3989each1015
17.52Providing and fixing single unequal plain invert branch of required
degree :
17.52.1100x100x75 mm
17.52.1.1Sand cast iron S&S as per IS - 1729each707.3
17.52.1.2Sand cast iron S&S as per IS - 3989each774.2
17.52.1.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each613.7
17.53Providing and fixing sand cast iron S&S off sets as per IS: 1729
17.53.176 mm off sets
17.53.1.1With 75 mm dia pipeeach325
17.53.1.2With 100 mm dia pipeeach512.3
17.53.2114 mm off sets
17.53.2.1With 75 mm dia pipeeach453.1
17.53.2.2With 100 mm dia pipeeach560.1
17.53.3152 mm off sets
17.53.3.1With 75 mm dia pipeeach532.5
17.53.3.2With 100 mm dia pipeeach666.3
17.53AProviding and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905
17.53A.165MM offsets
17.53A.1.1With 100 mm dia pipe
With 75 mm dia pipe		each512.3
17.53A.1.2each425.3
17.54Providing and fixing sand cast iron S&S off sets as per IS: 3989 :
17.54.175 mm off sets
17.54.1.1With 75 mm dia pipeeach338.3
17.54.2150 mm off sets
17.54.2.1With 75 mm dia pipeeach447.1
17.54.2.2With 100 mm dia pipeeach580.9
17.54AProviding and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905
17.54A.1130MM offsets
17.54A.1.1With 100 mm dia pipe
With 75 mm dia pipe		each627
17.54A.1.2each445.4
17.55Providing and fixing door piece, insertion rubber washer 3mm thick,bolts & nuts complete :
17.55.1100 mm
17.55.1.1Sand cast iron S&S as per IS - 1729each711.3
17.55.1.2Sand cast iron S&S as per IS - 3989each611
17.55.275 mm
17.55.2.1Sand cast iron S&S as per IS - 1729each433.3
17.55.2.2Sand cast iron S&S as per IS - 3989each453.4
17.56Providing and fixing terminal guard :
17.56.1100 mm
17.56.1.1Sand cast iron S&S as per IS - 1729each392.9
17.56.1.2Sand cast iron S&S as per IS - 3989each439.7
17.56.1.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each399.6
17.56.275 mm
17.56.2.1Sand cast iron S&S as per IS - 1729each318.3
17.56.2.2Sand cast iron S&S as per IS - 3989each311.6
17.57Providing and fixing collar :
17.57.1100 mm
17.57.1.1Sand cast iron S&S as per IS - 1729each399.6
17.57.1.2Sand cast iron S&S as per IS - 3989each439.7
17.57.275 mm
17.57.2.1Sand cast iron S&S as per IS - 1729each271.4
17.57.2.2Sand cast iron S&S as per IS - 3989each271.4
17.57AProviding and fixing shielded coupling for Hubless centrifugally cast iron pipe
17.57A.1100MM
17.57A.1.1SS 304 grade coupling with EPDM rubber gasketeach406.3
17.57A.2With 75 mm dia pipe
17.57A.2.1SS 304 grade coupling with EPDM rubber gasketeach365.1
17.58Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :
17.58.1100 mmeach426.6
17.58.275 mmeach368.4
17.58.350 mmeach301.9
17.59Providing and fixing M.S. stays and clamps for sand cast
iron/centrifugally cast (spun) iron pipes of diameter :
17.59.1100 mmeach128.7
17.59.275 mmeach80.1
17.59.350 mmeach73.7
17.6Providing 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 :
17.60.1100 mm inlet and 100 mm outlet
17.60.1.1Sand cast iron S&S as per IS: 3989each1129.2
17.60.1.2Sand Cast Iron S&S as per IS: 1729each928.5
17.60.1.3Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each760.8
17.60.2100 mm inlet and 75 mm outlet
17.60.2.1Sand cast iron S&S as per IS - 3989each1196
17.60.2.2Sand Cast Iron S&S as per IS- 1729each821.4
17.60.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905		each553.5
17.61Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :
17.61.1100 mm diametre329.6
17.61.275 mm diametre237.7
17.61.350 mm diametre155
17.62Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality ) .on the outside surface of the cistern, flush pipe,other fittings, etc. complete for new workeach509.9
17.63Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete, including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary.each360.8
17.64Repainting C.I. cistern with synthetic enamel paint of approved colour,brand and manufacture on the outside surface of cistern, flush pipe, other fittings etc. complete.each150.7
17.65Painting 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 :
17.65.1100 mm diameter pipemetre46.1
17.65.275 mm diameter pipemetre35.3
17.66Repainting 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 :
17.66.1100 mm diameter pipemetre22.3
17.66.275 mm diameter pipemetre16.7
17.67Repainting bath tub of size 1700x730x430 mm with enamel paint.each455
17.68Providing 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 & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets,40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
17.68.1White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern
and C.P. flush bend.		each8889.7
17.69Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour.
17.69.1Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gmseach103
17.69.2Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gmseach109.7
17.7Providing and fixing PTMT Bottle Trap for Wash basin and sink.
17.70.1Bottle t rap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gmseach325.1
17.70.2Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gmseach325.1
17.71Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.each146.3
17.72Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms.each204.7
17.73Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
17.73.1450 mm long towel rail with total length of 495 mm,78 mm
wide and effective height of 88 mm, weighing not less than 170 gms		each397.3
17.73.2600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gmseach424
17.74Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.each430.7
17.75Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms.each92.8
17.76Providing and fixing PTMT urinal cock of approved quality and colour.
17.76.115 mm nominal bore, 80 mm long, 42 mm high and 30mm
wide with BSP female threads weighing not less than 48 gms		each150
17.77Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe.
17.77.1Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe)each214.7
17.77.2Total bracket length 810 mm of approved shape and design (for two 100 mm dia pipes)each272.6
17.77.3Total bracket length 1040 mm of approved shape and design (for three 100 mm dia pipes)each330.3
17.78Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.each11599.6
17.79Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface,fixed with cartridge having debris catcher and hygiene seal.each15498.3
17.8Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre &post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.each6534.2
17.81Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including ntegrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.each14663.5
18.0 WATER SUPPLY
PE - AL - PE COMPOSITE PRESSURE PIPES
18.1Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer in charge.
Internal work - Exposed on wall
2018-01-01 00:00:001216 (16 mm OD) pipemetre218.1
2018-01-02 00:00:001620 (20 mm OD) pipemetre243.4
2018-01-03 00:00:002025 (25 mm OD) pipemetre338.2
2018-01-04 00:00:002532 (32 mm OD) pipemetre421.3
2018-01-05 00:00:003240 (40 mm OD) pipemetre625.4
2018-01-06 00:00:004050 (50 mm OD) pipemetre764.5
18.2Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL- PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80ºC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge.
Concealed work, including cutting chases and making good the wall etc.
2018-02-01 00:00:001216 (16 mm OD) pipemetre350.8
2018-02-02 00:00:001620 (20 mm OD) pipemetre374.2
2018-02-03 00:00:002025 (25 mm OD) pipemetre491.3
2018-02-04 00:00:002532 (32 mm OD) pipemetre585
18.3Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL- PE) Composite Pressure Pipes conforming to IS - 15450, U.V.stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80ºC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
External work
2018-03-01 00:00:001216 (16 mm OD) pipemetre205.3
2018-03-02 00:00:001620 (20 mm OD ) pipemetre222.7
2018-03-03 00:00:002025 (25 mm OD ) pipemetre309.7
2018-03-04 00:00:002532 (32 mm OD ) pipemetre379.2
2018-03-05 00:00:003240 (40 mm OD ) pipemetre564.6
2018-03-06 00:00:004050 (50 mm OD ) pipemetre703.8
PP- R PIPES
18.4Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, confirming to IS15801U V stabilized & anti microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge.-
Internal work - Exposed on wall
2018-04-01 00:00:00PN - 16 Pipe, 16 mm ODmetre141.2
2018-04-02 00:00:00PN - 16 Pipe, 20 mm ODmetre171.1
2018-04-03 00:00:00PN - 16 Pipe, 25 mm ODmetre224.9
2018-04-04 00:00:00PN - 16 Pipe, 32 mm ODmetre295.2
2018-04-05 00:00:00PN - 16 Pipe, 40 mm ODmetre420.1
2018-04-06 00:00:00PN - 16 Pipe, 50 mm ODmetre581.9
18.5Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4, confirming to IS:15801 ,UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls
etc.,
2018-05-01 00:00:00PN - 16 Pipe, 16 mm ODmetre247.4
2018-05-02 00:00:00PN - 16 Pipe, 20 mm ODmetre277
2018-05-03 00:00:00PN - 16 Pipe, 25 mm ODmetre338.7
2018-05-04 00:00:00PN - 16 Pipe, 32 mm ODmetre415.1
18.6Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
External work
2018-06-01 00:00:00PN - 16 Pipe, 16 mm OD (SDR - 7.4)metre128.5
2018-06-02 00:00:00PN - 16 Pipe, 20 mm OD (SDR - 7.4)metre165.3
2018-06-03 00:00:00PN - 16 Pipe, 25 mm OD (SDR - 7.4)metre202.2
2018-06-04 00:00:00PN - 16 Pipe, 32 mm OD (SDR - 7.4)metre259
2018-06-05 00:00:00PN - 16 Pipe, 40 mm OD (SDR - 7.4)metre359.4
2018-06-06 00:00:00PN - 16 Pipe, 50 mm OD (SDR - 7.4)metre521.1
2018-06-07 00:00:00PN - 16 Pipe, 63 mm OD (SDR - 7.4)metre591.9
2018-06-08 00:00:00PN - 16 Pipe, 75 mm OD (SDR - 7.4)metre835.4
2018-06-09 00:00:00PN - 16 Pipe, 90 mm OD (SDR - 7.4)metre1170.9
2010-06-18 00:00:00PN - 10 Pipe, 110 mm OD (SDR - 11)metre1675.3
2011-06-18 00:00:00PN - 10 Pipe, 160 mm OD (SDR - 11)metre4674.6
18.6AProviding and fixing PPR Unions
18.6A.1PPR Union 20mmEach192.3
18.6A.2PPR Union 25mmEach259.2
18.6A.3PPR Union 32mmEach312.7
18.6A.4PPR Union 40mmEach406.4
18.6A.5PPR Union 50mmEach660.6
18.6A.6PPR Union 63mmEach847.9
18.6A.7PPR Union 75mmEach1583.7
C.P.V.C. PIPES
18.7Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Internal work - Exposed on wall
2018-07-01 00:00:0015 mm nominal outer dia Pipesmetre172
2018-07-02 00:00:0020 mm nominal outer dia Pipesmetre233.9
2018-07-03 00:00:0025 mm nominal outer dia Pipesmetre317.3
2018-07-04 00:00:0032 mm nominal outer dia Pipesmetre395.2
2018-07-05 00:00:0040 mm nominal outer dia Pipesmetre538.4
2018-07-06 00:00:0050 mm nominal outer dia Pipesmetre791
18.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the
walls etc.
2018-08-01 00:00:0015 mm nominal outer dia Pipesmetre278.2
2018-08-02 00:00:0020 mm nominal outer dia Pipesmetre350.8
2018-08-03 00:00:0025 mm nominal outer dia Pipesmetre463.1
2018-08-04 00:00:0032 mm nominal outer dia Pipesmetre549.8
18.9Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.
External work
2018-09-01 00:00:0015 mm nominal outer dia Pipesmetre151.4
2018-09-02 00:00:0020 mm nominal outer dia Pipesmetre205.3
2018-09-03 00:00:0025 mm nominal outer dia Pipesmetre294.7
2018-09-04 00:00:0032 mm nominal outer dia Pipesmetre359.1
2018-09-05 00:00:0040 mm nominal outer dia Pipesmetre477.6
2018-09-06 00:00:0050 mm nominal outer dia Pipesmetre730.3
2018-09-07 00:00:0065 mm nominal inner dia Pipesmetre1476
2018-09-08 00:00:0080 mm nominal inner dia Pipesmetre1889.5
2018-09-09 00:00:00100 mm nominal inner dia Pipesmetre2678.4
2010-09-18 00:00:00150 mm nominal inner dia Pipesmetre5666.2
18.1Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
Internal work - Exposed on wall
2018-10-01 00:00:0015 mm dia nominal boremetre227.7
2018-10-02 00:00:0020 mm dia nominal boremetre289.5
2018-10-03 00:00:0025 mm dia nominal boremetre399.9
2018-10-04 00:00:0032 mm dia nominal boremetre457.8
2018-10-05 00:00:0040 mm dia nominal boremetre589.2
2018-10-06 00:00:0050 mm dia nominal boremetre727.1
18.11Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the
wall :
2018-11-01 00:00:0015 mm dia nominal boremetre318.9
2018-11-02 00:00:0020 mm dia nominal boremetre374
18.12Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc.
External work
2018-12-01 00:00:0015 mm dia nominal boremetre197.6
2018-12-02 00:00:0020 mm dia nominal boremetre245.4
2018-12-03 00:00:0025 mm dia nominal boremetre342
2018-12-04 00:00:0032 mm dia nominal boremetre381.7
2018-12-05 00:00:0040 mm dia nominal boremetre476.8
2018-12-06 00:00:0050 mm dia nominal boremetre572.6
2018-12-07 00:00:0065 mm dia nominal boremetre667.7
2018-12-08 00:00:0080 mm dia nominal boremetre818.2
18.13Making 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 :
18.13.125 to 40 mm nominal boreeach446.7
18.13.250 to 80 mm nominal boreeach1090.4
18.14Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).each359.7
BRASS FITTINGS
18.15Providing and fixing brass bib cock of approved quality :
18.15.115 mm nominal boreeach303.8
18.15.220 mm nominal boreeach328
18.16Providing and fixing brass stop cock of approved quality :
18.16.115 mm nominal boreeach303.8
18.16.220 mm nominal boreeach328
18.17Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
18.17.1A20 mm nominal bore.each465.4
18.17.125 mm nominal boreeach532.3
18.17.232 mm nominal bore.each589.9
18.17.340 mm nominal boreeach707.3
18.17.450 mm nominal boreeach878.2
18.17.565 mm nominal boreeach1490.7
18.17.680 mm nominal boreeach2227.6
18.18Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete
18.18.115 mm nominal boreeach348.9
18.18.220 mm nominal boreeach397.4
18.18.325 mm nominal boreeach399.2
18.19Providing and fixing gun metal non- return valve of approved quality (screwed end) :
18.19.125 mm nominal bore
18.19.1.1Horizontaleach506.6
18.19.1.2Verticaleach573.5
18.19.232 mm nominal bore
18.19.2.1Horizontaleach677.6
18.19.2.2Verticaleach777.9
18.19.340 mm nominal bore
18.19.3.1Horizontaleach815
18.19.3.2Verticaleach1049.2
18.19.450 mm nominal bore
18.19.4.1Horizontaleach1173.6
18.19.4.2Verticaleach1320.8
18.19.565 mm nominal bore
18.19.5.1Horizontaleach2093.8
18.19.5.2Verticaleach2127.3
18.19.680 mm nominal bore
18.19.6.1Horizontaleach3134.8
18.19.6.2Verticaleach3536.2
18.2Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
18.20.115 mm nominal boreeach301.6
18.20.220 mm nominal boreeach347.7
18.20.325 mm nominal boreeach447
18.21Providing and fixing uplasticised PVC connection pipe with brass ions :
18.21.130 cm length
18.21.1.115 mm nominal boreeach74.8
18.21.1.220 mm nominal boreeach81.5
18.21.245 cm length
18.21.2.115 mm nominal boreeach85.2
18.21.2.220 mm nominal boreeach102.6
18.22Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
18.22.1100 mm diametereach166.3
18.22.2150 mm diametereach190.1
C.I/ DUCTILE IRON PIPES & SPECIALS
18.23Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe).quintal149.7
18.24Laying in position S&S or flanged C.I. special such as tees, bends,collars, tapers and caps etc.(excluding cost of specials).quintal380.9
18.25Providing and laying S&S C.I. standard specials such as tees,
bends,collars, tapers, caps etc. (Heavy class) :
18.25.1Up to 300 mm diaquintal5484.6
18.25.2Over 300 mm diaquintal5484.6
18.26Providing and laying flanged C.I. standard specials such as
tees,bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :
18.26.1Up to 300 mm diaquintal8026.7
18.26.2Over 300 mm diaquintal8026.7
18.27Providing and laying S&S centrifugally cast (spun) iron pipes (Class
LA) conforming to IS - 1536 :
18.27.1100 mm dia pipemetre1181.1
18.27.2125 mm dia pipemetre1472.6
18.27.3150 mm dia pipemetre1776.8
18.27.4200 mm dia pipemetre3013.6
18.27.5250 mm dia pipemetre3936
18.27.6300 mm dia pipemetre5305.7
18.27.7350 mm dia pipemetre6366.3
18.27.8400 mm dia pipemetre8386.2
18.27.9450 mm dia pipemetre10155.2
18.27.10500 mm dia pipemetre11785.9
18.27.11600 mm dia pipemetre16481.9
18.28Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :
18.28.1100 mm diameter pipeeach224.7
18.28.2125 mm diameter pipeeach331.1
18.28.3150 mm diameter pipeeach337.4
18.28.4200 mm diameter pipeeach447.2
18.28.5250 mm diameter pipeeach559.1
18.28.6300 mm diameter pipeeach673.9
18.28.7350 mm diameter pipeeach695.3
18.28.8400 mm diameter pipeeach905.8
18.28.9450 mm diameter pipeeach1015.4
18.28.10500 mm diameter pipeeach1074.8
18.28.11600 mm diameter pipeeach1447.7
18.29Supplying pig lead at site of work.quintal28116.2
18.3Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :
18.30.180 mm diameter pipeeach132.3
18.30.2100 mm diameter pipeeach215.7
18.30.3125 mm diameter pipeeach234.4
18.30.4150 mm diameter pipeeach265.2
18.30.5200 mm diameter pipeeach298.6
18.30.6250 mm diameter pipeeach423.4
18.30.7300 mm diameter pipeeach430.1
18.30.8350 mm diameter pipeeach546.5
18.30.9400 mm diameter pipeeach792.1
18.30.10450 mm diameter pipeeach980.8
18.30.11500 mm diameter pipeeach1121.3
18.30.12600 mm diameter pipeeach1321.1
C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES
18.31Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
18.31.1100 mm diameter
18.31.1.1Class Ieach3886.6
18.31.1.2Class IIeach4269.2
18.31.2125 mm diameter
18.31.2.1Class Ieach4186.2
18.31.2.2Class IIeach5157.5
18.31.3150 mm diameter
18.31.3.1Class Ieach5704.1
18.31.3.2Class IIeach6362.3
18.31.4200 mm diameter
18.31.4.1Class Ieach11252.2
18.31.4.2Class IIeach13107.5
18.31.5250 mm diameter
18.31.5.1Class Ieach16257.8
18.31.5.2Class IIeach21836.5
18.31.6300 mm diameter
18.31.6.1Class Ieach22568.8
18.31.6.2Class IIeach26826.9
18.32Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
18.32.1With common burnt clay F.P.S.(non modular) bricks of
class designation 100A		each1177.9
18.33Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement
: 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.33.1With common burnt clay F.P.S.(non modular) bricks of
class designation 100A		each7210.6
18.34Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with
C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement
: 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.34.1With common burnt clay F.P.S.(non modular) bricks of class
designation 100A		each13559.9
18.35Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with
C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement
: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.35.1With common burnt clay F.P.S.(non modular) bricks of class
designation 100A		each18802.6
18.36Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants,with
C.I. surface box 350x350 mm top and 165 mm deep ( inside)with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.36.1With common burnt clay F.P.S.(non modular) bricks of class
designation 100A		each7401
18.37Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.37.1With common burnt clay F.P.S.(non modular) bricks of class
designation 100A		each6849.9
18.38Painting 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 :
18.38.115 mm diameter pipemetre11.9
18.38.220 mm diameter pipemetre13.9
18.38.325 mm diameter pipemetre18.4
18.38.432 mm diameter pipemetre21.6
18.38.540 mm diameter pipemetre25.7
18.38.650 mm diameter pipemetre30.2
18.39Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :
18.39.115 mm diameter pipemetre5.9
18.39.220 mm diameter pipemetre6.9
18.39.325 mm diameter pipemetre8.8
18.39.432 mm diameter pipemetre10.3
18.39.540 mm diameter pipemetre12.1
18.39.650 mm diameter pipemetre14.1
18.4Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
18.40.115 mm diameter pipemetre6.7
18.40.220 mm diameter pipemetre7.8
18.40.325 mm diameter pipemetre10
18.40.432 mm diameter pipemetre11.8
18.40.540 mm diameter pipemetre13.4
18.40.650 mm diameter pipemetre15.8
18.40.765 mm diameter pipemetre19.4
18.40.880 mm diameter pipemetre22.5
18.41Providing and filling sand of grading zone V or coarser grade,
allround the G.I. pipes in external work :
18.41.115 mm diameter pipemetre20.2
18.41.220 mm diameter pipemetre20.5
18.41.325 mm diameter pipemetre21.1
18.41.432 mm diameter pipemetre21.6
18.41.540 mm diameter pipemetre21.9
18.41.650 mm diameter pipemetre22.7
18.41.765 mm diameter pipemetre35.8
18.41.880 mm diameter pipemetre36.9
18.41.9100 mm diameter pipemetre39.1
18.41.10150 mm diameter pipemetre58.2
18.42Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered
and tested :
18.42.1Up to 6 metres depthmetre350.6
18.42.2Beyond 6 m and up to 12 m depthmetre416.1
18.42.3Beyond 12 m and up to 18 m depthmetre484.1
18.43Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.metre706.6
18.44Providing and fixing to filter and lowering to proper levels 40 mm G.I.pipe for tube well including cleaning and priming the tube well.metre449.7
18.45Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.each1084.6
18.46Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
:
18.46.115 mm nominal boreeach158.8
18.46.220 mm nominal boreeach185.6
18.46.325 mm nominal boreeach265.9
18.46.432 mm nominal boreeach306
18.46.540 mm nominal boreeach419.7
18.46.650 mm nominal boreeach565.6
18.46.765 mm nominal boreeach853.3
18.46.880 mm nominal boreeach920.2
18.47Providing 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 :
18.47.115 mm nominal boreeach372.5
18.47.220 mm nominal boreeach399.3
18.47.325 mm nominal boreeach479.6
18.47.432 mm nominal boreeach519.7
18.47.540 mm nominal boreeach633.4
18.47.650 mm nominal boreeach857
18.47.765 mm nominal boreeach1144.7
18.47.880 mm nominal boreeach1211.6
18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.per litre9.7
18.48.AProviding and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.per litre9.7
C.P. BRASS F ITTINGS
18.49Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :each434.2
18.5Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810
gms.
18.50.115 mm nominal boreeach715.1
18.51Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690
gms.
18.51.115 mm nominal boreeach708.4
18.52Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
18.52.115 mm nominal boreeach594.8
18.53Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
18.53.115 mm nominal boreeach500.4
PTMT FITTINGS
18.53AProviding and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.each61.7
18.54Providing and fixing PTMT bib cock of approved quality and colour.
18.54.115mm nominal bore, 86 mm long, weighing not less than 88
gms		each109.8
18.54.215 mm nominal bore, 122mm long, weighing not less than 99
gms		each143.3
18.54.315 mm nominal bore, 165 mm long, weighing not less than 110
gms		each156.7
18.54.415mm nominal bore, 90 mm long, weighing not less than 93
gms		each170
18.55Providing and fixing PTMT stop cock of approved quality and colour.
18.55.115 mm nominal bore, 86 mm long, weighing not less than 88
gms		each103.1
18.55.220 mm nominal bore, 89 mm long, weighing not less than 88
gms		each113.8
18.55.3Concealed stop cock, 15 mm nominal bore, 108 mm
long,weighing not less than 108 gms		each183.4
18.56Providing and fixing PTMT pillar cock of approved quality and colour
.
18.56.115 mm nominal bore, 107 mm long, weighing not less than 110
gms		each180.8
18.56.215 mm nominal bore, 125 mm long foam flow, weighing not
less than 120 gms		each194.2
18.57Providing and fixing PTMT, push cock of approved quality and
colour.
18.57.115 mm nominal bore, 98 mm long, weighing not less than 75
gms		each96.4
18.57.215 mm nominal bore, 80 mm long, weighing not less than 46 gmseach83.1
18.58Providing and fixing PTMT grating of approved quality and colour.
18.58.1Circular type
18.58.1.1100 mm nominal diaeach33.2
18.58.1.2125 mm nominal dia with 25 mm waste holeeach45.2
18.58.2Rectangular type with openable circular lid
18.58.2.1150 mm nominal size square 100 mm diameter of the inner hinged round gratingeach169.7
AIR VALVE & WATER METER (BULK TYPE)
18.59Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) :
18.59.150 mm diaeach5121.2
18.59.280 mm diaeach6085.8
18.59.3100 mm diaeach8145
18.6Providing 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) :
18.60.180 mm dia nominal boreeach3533.7
18.60.2100 mm dia nominal boreeach5226.5
18.60.3150 mm dia nominal boreeach7643.1
18.60.4200 mm dia nominal boreeach8365.9
18.61Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :
18.61.180 mm diaeach4034.7
18.61.2100 mm diaeach6499.4
18.61.3150 mm diaeach8237.6
18.61.4200 mm diaeach11556
18.62Providing 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.
18.62.115 mm nominal bore, 105 mm long, weighing not less than 138
gms		each161.6
18.62.220 mm nominal bore, 120 mm long, weighing not less than 198
gms		each223.5
18.62.325 mm nominal bore, 152mm long, weighing not less than 440
gms		each459.4
18.62.440 mm nominal bore, 206mm long, weighing not less than 690
gms		each653.4
18.62.550 mm nominal bore, 242mm long, weighing not less than 1240
gms		each1188.6
18.63Providing and fixing PTMT angle stop cock 15 mm nominal
bore,weighing not less than 85 gms		each136.6
18.64Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms
weighing not less than 40 gms		each106.1
18.65Providing and fixing PTMT soap Dish Holder having length of
138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms.		each96.8
18.66Providing and laying S&S C.I. Standard specials such as tees, bends,collars tapers and caps etc, suitable for flanged jointing as per
IS : 1538 :
18.66.1Up to 300 mm diaquintal7344.3
18.66.2Above 300 mm diaquintal8695.6
18.67Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 :
18.67.1Up to 300 mm diaquintal11867.9
18.67.2Above 300 mm diaquintal12506.1
18.68Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :
18.68.1Up to 600 mm diaquintal16990.9
18.68.2Above 600 mm diaquintal23413
18.69Providing and laying D.I. Specials of Class K - 12 suitable for
mechanical jointing as per IS : 9523 :
18.69.1Up to 600 mm diaquintal17860.5
18.69.2Above 600 mm diaquintal25486.8
18.7Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or
Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
18.70.1100 mm dia pipesjoint68.1
18.70.2150 mm dia pipesjoint100.4
18.70.3200 mm dia pipesjoint155.3
18.70.4250 mm dia pipesjoint187.4
18.70.5300 mm dia pipesjoint246.3
18.70.6350 mm dia pipesjoint267.7
18.70.7400 mm dia pipesjoint430.9
18.70.8450 mm dia pipesjoint503.2
18.70.9500 mm dia pipesjoint539.3
18.70.10600 mm dia pipesjoint720
18.70.11700 mm dia pipesjoint971
18.70.12750 mm dia pipesjoint1091.4
18.70.13800 mm dia pipesjoint1261.9
18.70.14900 mm dia pipesjoint1592.4
18.70.151000 mm dia pipesjoint1857.4
18.71Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :
18.71.1100 mm dia C.I. Double Flanged Pipemetre1797.9
18.71.2150 mm dia C.I. Double Flanged Pipemetre2814.3
18.71.3200 mm dia C.I. Double Flanged Pipemetre4440.5
18.71.4250 mm dia C.I. Double Flanged Pipemetre5371
18.71.5300 mm dia C.I. Double Flanged Pipemetre6863.9
18.71.6350 mm dia C.I. Double Flanged Pipemetre8645.6
18.71.7400 mm dia C.I. Double Flanged Pipemetre11188.2
18.71.8450 mm dia C.I. Double Flanged Pipemetre14244.3
18.71.9500 mm dia C.I. Double Flanged Pipemetre17664.8
18.71.10600 mm dia C.I. Double Flanged Pipemetre24480.8
18.72Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
18.72.1100 mm dia Ductile Iron Class K-7 pipesmetre1098.2
18.72.2150 mm dia Ductile Iron Class K-7 pipesmetre1567.4
18.72.3200 mm dia Ductile Iron Class K-7 pipesmetre1931.2
18.72.4250 mm dia Ductile Iron Class K-7 pipesmetre2485.6
18.72.5300 mm dia Ductile Iron Class K-7 pipesmetre3097.9
18.72.6350 mm dia Ductile Iron Class K-7 pipesmetre3676.3
18.72.7400 mm dia Ductile Iron Class K-7 pipesmetre4408.8
18.72.8450 mm dia Ductile Iron Class K-7 pipesmetre5343.9
18.72.9500 mm dia Ductile Iron Class K-7 pipesmetre6032.9
18.72.10600 mm dia Ductile Iron Class K-7 pipesmetre7779.9
18.72.11700 mm dia Ductile Iron Class K-7 pipesmetre10129.7
18.72.12800 mm dia Ductile Iron Class K-7 pipesmetre12619.8
18.72.13900 mm dia Ductile Iron Class K-7 pipesmetre16330.8
18.72.141000 mm dia Ductile Iron Class K-7 pipesmetre17137.9
18.72.15100 mm dia Ductile Iron Class K-9 pipesmetre1054.9
18.72.16150 mm dia Ductile Iron Class K-9 pipesmetre1586
18.72.17200 mm dia Ductile Iron Class K-9 pipesmetre2174.4
18.72.18250 mm dia Ductile Iron Class K-9 pipesmetre3033.8
18.72.19300 mm dia Ductile Iron Class K-9 pipesmetre3792.7
18.72.20350 mm dia Ductile Iron Class K-9 pipesmetre4633.4
18.72.21400 mm dia Ductile Iron Class K-9 pipesmetre5938.7
18.72.22450 mm dia Ductile Iron Class K-9 pipesmetre6909.1
18.72.23500 mm dia Ductile Iron Class K-9 pipesmetre8636
18.72.24600 mm dia Ductile Iron Class K-9 pipesmetre10447.3
18.72.25700 mm dia Ductile Iron Class K-9 pipesmetre14427.4
18.72.26750 mm dia Ductile Iron Class K-9 pipesmetre15668.7
18.72.27800 mm dia Ductile Iron Class K-9 pipesmetre15879.2
18.72.28900 mm dia Ductile Iron Class K-9 pipesmetre19238.3
18.72.291000 mm dia Ductile Iron Class K-9 pipesmetre21534.1
18.73Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS
: 8329 :
18.73.1100 mm dia Ductile Iron Double Flangedmetre1509.2
18.73.2150 mm dia Ductile Iron Double Flangedmetre2264.4
18.73.3200 mm dia Ductile Iron Double Flangedmetre2855.4
18.73.4250 mm dia Ductile Iron Double Flangedmetre4054.3
18.73.5300 mm dia Ductile Iron Double Flangedmetre5208
18.73.6350 mm dia Ductile Iron Double Flangedmetre6564.2
18.73.7400 mm dia Ductile Iron Double Flangedmetre8433.6
18.73.8450 mm dia Ductile Iron Double Flangedmetre8878.4
18.73.9500 mm dia Ductile Iron Double Flangedmetre12557.2
18.73.10600 mm dia Ductile Iron Double Flangedmetre16633.8
18.73.11700 mm dia Ductile Iron Double Flanged.metre19661.3
18.74Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.
18.74.115 mm nominal bore with 30cm lengtheach85.5
18.74.215 mm nominal bore with 45 cm lengtheach108
18.75Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.
18.75.115 mm nominal bore, weighing not less than 32 gmseach43
18.75.220mm nominal bore, weighing not less than 40 gmseach76.5
18.75.325mm nominal bore, weighing not less than 62 gmseach100.6
18.76Cutting holes up to 30x30 cm in walls including making good the
same:
18.76.1With common burnt clay F.P.S. (non modular) brickseach198.5
18.77Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.each217.1
18.78Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc.metre85.4
18.79Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement
: 3 coarse sand 6 graded stone aggregate 20 mm nominal size)
including disposal of malba.		metre115.7
18.8Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.
18.80.180 mm diameter C.I. pipe100 metre769.1
18.80.2100 mm diameter C.I. pipe100 metre1014
18.80.3125 mm diameter C.I. pipe100 metre1271.6
18.80.4150 mm diameter C.I. pipe100 metre1532.3
18.80.5200 mm diameter C.I. pipe100 metre2056.4
18.80.6250 mm diameter C.I. pipe100 metre2602.1
18.80.7300 mm diameter C.I. pipe100 metre2916
18.80.8350 mm diameter C.I. pipe100 metre3243.6
18.80.9400 mm diameter C.I. pipe100 metre3594
18.80.10450 mm diameter C.I. pipe100 metre3952
18.80.11500 mm diameter C.I. pipe100 metre4333
18.80.12600 mm diameter C.I. pipe100 metre5115.4
18.81Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory :
18.81.180 mm diameter C.I. pipe100 metre282.2
18.81.2100 mm diameter C.I. pipe100 metre345.4
18.81.3125 mm diameter C.I. pipe100 metre423.8
18.81.4150 mm diameter C.I. pipe100 metre496.6
18.81.5200 mm diameter C.I. pipe100 metre760.9
18.81.6250 mm diameter C.I. pipe100 metre878.3
18.81.7300 mm diameter C.I. pipe100 metre992
18.81.8350 mm diameter C.I. pipe100 metre1168.8
18.81.9400 mm diameter C.I. pipe100 metre1348.1
18.81.10450 mm diameter C.I. pipe100 metre1534.9
18.81.11500 mm diameter C.I. pipe100 metre1723.7
18.81.12600 mm diameter C.I. pipe100 metre2111.2
18.82Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead
up to 50 metre :
18.82.180 mm diameter C.I. pipemetre263.1
18.82.2100 mm diameter C.I. pipemetre269.5
18.82.3125 mm diameter C.I. pipemetre275.3
18.82.4150 mm diameter C.I. pipemetre281.2
18.82.5200 mm diameter C.I. pipemetre308.3
18.82.6250 mm diameter C.I. pipemetre334.5
18.82.7300 mm diameter C.I. pipemetre356.9
18.82.8350 mm diameter C.I. pipemetre377
18.82.9400 mm diameter C.I. pipemetre394.5
18.82.10450 mm diameter C.I. pipemetre412.8
18.82.11500 mm diameter C.I. pipemetre427.4
18.82.12600 mm diameter C.I. pipemetre450
18.83Labour for cutting C.I. pipe with steel saw.
18.83.180 mm diameter C.I. pipeEach cut63.4
18.83.2100 mm diameter C.I. pipeEach cut85.5
18.83.3125 mm diameter C.I. pipeEach cut119.4
18.83.4150 mm diameter C.I. pipeEach cut160.8
18.83.5200 mm diameter C.I. pipeEach cut214.5
18.83.6250 mm diameter C.I. pipeEach cut265.7
18.83.7300 mm diameter C.I. pipeEach cut319.4
18.83.8350 mm diameter C.I. pipeEach cut370.6
18.83.9400 mm diameter C.I. pipeEach cut423.9
18.83.10450 mm diameter C.I. pipeEach cut475.5
18.83.11500 mm diameter C.I. pipeEach cut528.8
18.83.12600 mm diameter C.I. pipeEach cut628.5
18.84Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology.
18.84.115 mm nominal boreeach8050.5
18.85Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) Inernal work - Exposed on wall
18.85.115.88 mm outer dia pipemetre262.8
18.85.222.22 mm outer dia Pipemetre417.3
18.85.328.58 mm outer dia Pipemetre502.1
18.85.434.00 mm outer dia Pipemetre696.9
18.85.542.70 mm outer dia Pipemetre712.1
18.85.648.60 mm outer dia Pipemetre950.9
18.85AProviding and fixing Stainless Steel pipes and fittings of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards 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)
18.85A.115 mm outer dia pipemetre514.5
18.85A.222 mm outer dia pipemetre781.5
18.85A.328 mm outer dia pipemetre992.6
18.85A.435 mm outer dia pipemetre1407.1
18.85A.542 mm outer dia pipemetre1709.6
18.85A.654 mm outer dia pipemetre2187.3
18.86Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00m spacing and also including cutting of chases and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) Internal work - Concealed Pipe
18.86.115.88 mm outer dia .Pipes.metre360.2
18.86.222.22 mm Outer dia pipesmetre514.8
18.87Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M- profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge. Coupling/Socket
18.87.1For 15.88 mm outer dia pipeeach80.3
18.87.2For 22.22 mm outer dia pipeeach93.7
18.87.3For 28.58 mm outer dia pipeeach128.8
18.87.4For 34.00 mm outer dia pipeeach180.6
18.87.5For 42.70 mm outer dia pipeeach214.1
18.87.6For 48.60 mm outer dia pipeeach240.8
18.87AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
18.87A.115 mm outer dia pipeeach287.7
18.87A.222 mm outer dia pipeeach361.2
18.87A.328 mm outer dia pipeeach421.5
18.87A.435 mm outer dia pipeeach528.5
18.87A.542 mm outer dia pipeeach528.5
18.87A.654 mm outer dia pipeeach856.3
18.88Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M- profile and with O-ring sealing gasket of EPDM material of Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-rofile and with O- ring sealing gasket of EPDM material of required dia as perdirction of Engineer-in-charge.
Reducer
18.88.1For 22.22 mm x 15.88 mm outer dia pipeeach145.2
18.88.2For 28.58 mm x 15.88 mm outer dia pipeeach204
18.88.3For 28.58 mm x 22.22 mm outer dia pipeeach216.1
18.88.4For 34.00 mm x 15.88 mm outer dia pipeeach267.6
18.88.5For 34.00 mm x 22.22 mm outer dia pipeeach281
18.88.6For 34.00 mm x 28.58 mm outer dia pipeeach281
18.88.7For 42.70 mm x 15.88 mm outer dia pipeeach501.7
18.88.8For 42.70 mm x 22.22 mm outer dia pipeeach501.7
18.88.9For 42.70 mm x 28.58 mm outer dia pipeeach521.8
18.88.10For 42.70 mm x 34.00 mm outer dia pipeeach521.8
18.88.11For 48.60 mm x 15.88 mm outer dia pipeeach568.6
18.88.12For 48.60 mm x 22.22 mm outer dia pipeeach568.6
18.88.13For 48.60 mm x 28.58 mm outer dia pipeeach568.6
18.88.14For 48.60 mm x 34.0 mm outer dia pipeeach568.6
18.88.15For 48.60 mm x42.70 mm outer dia pipeeach568.6
18.88.AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
18.88A.1For 22mm x 15 mm outer dia pipeeach341.2
18.88A.2For 28 mmx 15 mm outer dia pipeeach501.7
18.88A.3For 28 mm x 22 mm outer dia pipeeach414.8
18.88A.4For 35 mm x 22 mm outer dia pipeeach508.4
18.88A.5For 35 mm x 28 mm outer dia pipeeach628.8
18.88A.6For 42 mm x 22 mm outer dia pipeeach923.2
18.88A.7For 42 mm x 28 mm outer dia pipeeach963.3
18.88A.8For 42 mm x 35 mm outer dia pipeeach809.5
18.88A.9For 54 mm x 28 mm outer dia pipeeach1324.6
18.88A.10For 54 mm x 35 mm outer dia pipeeach1378.1
18.88A.11For 54 mm x 42 mm outer dia pipeeach1117.2
18.89Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Slip Coupling/ Socket
18.89.1For 15.88 mm outer dia pipeeach73.6
18.89.2For 22.22 mm outer dia pipeeach93.7
18.89.3For 28.58 mm outer dia pipeeach127.1
18.89.4For 34.00 mm outer dia pipeeach180.6
18.89.5For 42.70 mm outer dia pipeeach214.1
18.89.6For 48.60 mm outer dia pipeeach234.1
18.89AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standards with V-profile and with'O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Sleeve/Slip Coupling/ Socket
18.89A.1For 15 mm outer dia pipe
18.89A.2For 22 mm outer dia pipe
18.89A.3For 28 mm outer dia pipe
18.89A.4For 35 mm outer dia pipe
18.89A.5For 42 mm outer dia pipe
18.89A.6For 54 mm outer dia pipe
18.9Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Elbow 90o
18.90.1For 15.88mm outer dia pipeeach87
18.90.2For 22.22 mm outer dia pipeeach93.7
18.90.3For 28.58 mm outer dia pipeeach140.5
18.90.4For 34.00 mm outer dia pipeeach160.6
18.90.5For 42.70 mm outer dia pipeeach173.9
18.90.6For 48.60 mm outer dia pipeeach214.1
18.90AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Elbow 90
18.90A.1For 15 mm outer dia pipeeach408.1
18.90A.2For 22 mm outer dia pipeeach575.3
18.90A.3For 28 mm outer dia pipeeach769.3
18.90A.4For 35 mm outer dia pipeeach1257.7
18.90A.5For 42 mm outer dia pipeeach2033.7
18.90A.6For 54 mm outer dia pipeeach2689.3
18.91Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Reducing Elbow 90o
18.91.1For22.22 mm x 15.88 mm outer dia pipeeach200.7
18.91.2For 28.58 mm x 15.88 mm outer dia pipeeach281
18.91.3For 28.58 mm x 22.22 mm outer dia pipeeach334.5
18.91.4For 34.00 mm x 22.22 mm outer dia pipeeach394.7
18.91.5For 34.00 mm x 28.58 mm outer dia pipeeach468.3
18.91.6For 42.70 mm x 34.00 mm outer dia pipeeach254.2
18.92Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Equal Tee
18.92.1For 15.88 mm outer dia pipeeach234.1
18.92.2For 22.22 mm outer dia pipeeach334.5
18.92.3For 28.58 mm outer dia pipeeach394.7
18.92.4For 34.00 mm outer dia pipeeach588.7
18.92.5For 42.70 mm outer dia pipeeach929.9
18.92.6For 48.60 mm outer dia pipeeach1224.2
18.92AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-
charge.
Equal Tee
18.92A.1For 15 mm outer dia pipeeach669
18.92A.2For 22 mm outer dia pipeeach782.7
18.92A.3For 28 mm outer dia pipeeach963.3
18.92A.4For 35 mm outer dia pipeeach1197.5
18.92A.5For 42 mm outer dia pipeeach1672.4
18.92A.6For 54 mm outer dia pipeeach2006.9
18.93Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Reducing Tee
18.93.1For 22.22 mm x 15.88 mm outer dia pipeeach247.5
18.93.2For 28.58 mm x 15.88 mm outer dia pipeeach388
18.93.3For 28.58 mm x 22.22 mm outer dia pipeeach388
18.93.4For 34.00 mm x 15.88 mm outer dia pipeeach588.7
18.93.5For 34.00 mm x 22.22 mm outer dia pipeeach588.7
18.93.6For 34.00 mm x 28.58 mm outer dia pipeeach588.7
18.93.7For 42.70 mm x 15.88 mm outer dia pipeeach923.2
18.93.8For 42.70 mm x 22.22 mm outer dia pipeeach923.2
18.93.9For 42.70 mm x 28.58 mm outer dia pipeeach923.2
18.93.10For 42.70 mm x 34.00 mm outer dia pipeeach923.2
18.93.11For 48.60 mm x 15.88 mm outer dia pipeeach1197.5
18.93.12For 48.60 mm x 22.22 mm outer dia pipeeach1197.5
18.93.13For 48.60 mm x 28.58 mm outer dia pipeeach1197.5
18.93.14For 48.60 mm x 34.00 mm outer dia pipeeach1197.5
18.93.15For 48.60 mm x 42.70 mm outer dia pipeeach1197.5
18.93AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Reducing Tee
18.93A.1For 22 mm x 15 mm outer dia pipeeach769.3
18.93A.2For 28 mm x 15 mm outer dia pipeeach956.6
18.93A.3For 28 mm x 22 mm outer dia pipeeach949.9
18.93A.4For 35 mm x 15 mm outer dia pipeeach1204.1
18.93A.5For 35 mm x 22 mm outer dia pipeeach1210.8
18.93A.6For 35 mm x 28 mm outer dia pipeeach1224.2
18.93A.7For 42 mm x 22 mm outer dia pipeeach1712.6
18.93A.8For 42 mm x 28 mm outer dia pipeeach1692.5
18.93A.9For 42 mm x 35 mm outer dia pipeeach1725.9
18.93A.10For 54 mm x 22 mm outer dia pipeeach2100.6
18.93A.11For 54 mm x 28 mm outer dia pipeeach2060.4
18.93A.12For 54 mm x 35 mm outer dia pipeeach2073.8
18.93A.13For 54 mm x42 mm outer dia pipeeach2006.9
18.94Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Male Thread Tee
18.94.1For 15.88 mm outer dia x 15 mm nominal dia threadedeach247.5
18.94.2For 22.22 mm outer dia x 15 mm nominal dia threadedeach287.7
18.94.3For 22.22 mm outer dia x 20 mm nominal dia threadedeach287.7
18.94.4For 28.58 mm outer dia x 15 mm nominal dia threadedeach394.7
18.94.5For 28.58 mm outer dia x 20 mm nominal dia threadedeach394.7
18.94.6For 28.58 mm outer dia x 25 mm nominal dia threadedeach394.7
18.94.7For 34.00 mm outer dia x 15 mm nominal dia threadedeach622.1
18.94.8For 34.00 mm outer dia x 20 mm nominal dia threadedeach622.1
18.94.9For 34.00 mm outer dia x 25 mm nominal dia threadedeach622.1
18.94.10For 34.00 mm outer dia x 32 mm nominal dia threadedeach622.1
18.94.11For 42.70 mm outer dia x 15 mm nominal dia threadedeach949.9
18.94.12For 42.70 mm outer dia x 20 mm nominal dia threadedeach949.9
18.94.13For 42.70 mm outer dia x 25 mm nominal dia threadedeach949.9
18.94.14For 42.70 mm outer dia x 32 mm nominal dia threadedeach949.9
18.94.15For 42.70 mm outer dia x 40 mm nominal dia threadedeach949.9
18.94.16For 48.60 mm outer dia x 15 mm nominal dia threadedeach1197.5
18.94.17For 48.60 mm outer dia x 20 mm nominal dia threadedeach1197.5
18.94.18For 48.60 mm outer dia x 25 mm nominal dia threadedeach1197.5
18.94.19For 48.60 mm outer dia x 32 mm nominal dia threadedeach1197.5
18.94.20For 48.60 mm outer dia x 40 mm nominal dia threadedeach1197.5
18.94.21For 48.60 mm outer dia x 50 mm nominal dia threadedeach1197.5
18.95Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Female Thread Tee
18.95.1For 15.88 mm outer dia x15 mm nominal dia threadedeach247.5
18.95.2For 22.22 mm outer dia x 15 mm nominal dia threadedeach274.3
18.95.3For 22.22 mm outer dia x 20 mm nominal dia threadedeach274.3
18.95.4For 28.58 mm outer dia x 15 mm nominal dia threadedeach367.9
18.95.5For 28.58 mm outer dia x 20 mm nominal dia threadedeach367.9
18.95.6For 28.58 mm outer dia x 25 mm nominal dia threadedeach367.9
18.95.7For 34.00 mm outer dia x 15 mm nominal dia threadedeach595.4
18.95.8For 34.00 mm outer dia x 20 mm nominal dia threadedeach595.4
18.95.9For 34.00 mm outer dia x 25 mm nominal dia threadedeach595.4
18.95.10For 34.00 mm outer dia x 32 mm nominal dia threadedeach595.4
18.95.11For 42.70 mm outer dia x 15 mm nominal dia threadedeach936.6
18.95.12For 42.70 mm outer dia x 20 mm nominal dia threadedeach936.6
18.95.13For 42.70 mm outer dia x 25 mm nominal dia threadedeach936.6
18.95.14For 42.70 mm outer dia x 32 mm nominal dia threadedeach936.6
18.95.15For 42.70 mm outer dia x 40 mm nominal dia threadedeach936.6
18.95.16For 48.60 mm outer dia x 15 mm nominal dia threadedeach1210.8
18.95.17For 48.60 mm outer dia x 20 mm nominal dia threadedeach1210.8
18.95.18For 48.60 mm outer dia x 25 mm nominal dia threadedeach1210.8
18.95.19For 48.60 mm outer dia x 32 mm nominal dia threadedeach1210.8
18.95.20For 48.60 mm outer dia x 40 mm nominal dia threadedeach1210.8
18.95.21For 48.60 mm outer dia x 50 mm nominal dia threadedeach1210.8
18.95AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911: 18.95A 2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer- in-charge.
Female Thread Tee
18.95A.1For 15 mm outer dia x 1/2" nominal dia threadedeach749.2
18.95A.2For 22mm outer dia x 1/2" nominal dia threadedeach822.8
18.95A.3For 22mm outer dia x 3/4" nominal dia threadedeach923.2
18.95A.4For 28 mm outer dia x 1/2" nominal dia threadedeach976.7
18.95A.5For 28 mm outer dia x 3/4" nominal dia threadedeach1010.1
18.95A.6For 28 mm outer dia x 1" nominal dia threadedeach1123.9
18.95A.7For 35 mm outer dia x 1/2" nominal dia threadedeach1130.6
18.95A.8For 35 mm outer dia x 1-1/4" nominal dia threadedeach1550.7
18.95A.9For 42 mm outer dia x 1-1/4" nominal dia threadedeach1800.9
18.95A.10For 54 mm outer dia x 1-1/2" nominal dia threadedeach2568.8
18.95A.11For 54 mm outer dia x 2" nominal dia threadedeach3086.6
18.96Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Female Thread Connector/ Adapter
18.96.1For 15.88 mm outer dia x 15 mm nominal dia threadedeach260.9
18.96.2For 22.22 mm outer dia x 15 mmnominal dia threadedeach307.7
18.96.3For 22.22 mm outer dia x 20 mm nominal dia threadedeach321.1
18.96.4For 28.58 mm outer dia x 15 mm nominal dia threadedeach370.6
18.96.5For 28.58 mm outer dia x 20 mm nominal dia threadedeach388
18.96.6For 28.58 mm outer dia x 25 mm nominal dia threadedeach475
18.96.7For 34.00 mm outer dia x 25 mm nominal dia threadedeach548.6
18.96.8For 34.00 mm outer dia x 32 mm nominal dia threadedeach722.5
18.96.9For 42.70 mm outer dia x 32 mm nominal dia threadedeach796.1
18.96.10For 42.70 mm outer dia x 40 mm nominal dia threadedeach929.9
18.96.11For 48.60 mm outer dia x 40 mm nominal dia threadedeach1130.6
18.96.12For 48.60 mm outer dia x 50 mm nominal dia threadedeach1130.6
18.96AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standards with V-profile and with'O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge
Female Thread Connector/ Adapter
18.96A.1For 15 mm outer dia x 1/2" mm nominal dia threadedeach588.7
18.96A.2For 22 mm outer dia x1/2" mm nominal dia threadedeach662.3
18.96A.3For 22 mm outer dia x 3/4" mm nominal dia threadedeach776
18.96A.4For 28 mm outer dia X 1" nominal dia threadedeach1277.7
18.96A.5For 35 mm outer dia X 1-1/4" nominal dia threadedeach1364.7
18.96A.6For 42 mm outer dia X 1-1/2" nominal dia threadedeach2093.9
18.96A.7For 54 mm outer dia X 2" nominal dia threadedeach3211.1
18.97Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Male Thread Connector/ Adapter
18.97.1For 15.88 mm outer dia x 15 mm nominal dia threadedeach260.9
18.97.2For 22.22 mm outer dia x 15 mm nominal dia threadedeach307.7
18.97.3For 22.22 mm outer dia x 20 mm nominal dia threadedeach341.2
18.97.4For 28.58 mm outer dia x 20 mm nominal dia threadedeach434.8
18.97.5For 28.58 mm outer dia x 25 mm nominal dia threadedeach434.8
18.97.6For 34.00 mm outer dia x 25 mm nominal dia threadedeach635.5
18.97.7For 34.00 mm outer dia x 32 mm nominal dia threadedeach755.9
18.97.8For 42.70 mm outer dia x 32 mm nominal dia threadedeach868.3
18.97.9For 42.70 mm outer dia x 40 mm nominal dia threadedeach976.7
18.97.10For 48.60 mm outer dia x 40 mm nominal dia threadedeach1137.2
18.97.11For 48.60 mm outer dia x 50 mm nominal dia threadedeach1525.2
18.97AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standard with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Male Thread Connector/ Adapter
18.97A.1For 15 mm outer dia X 1/2" nominal dia threadedeach541.9
18.97A.2For 22 mm outer dia X1/2" nominal dia threadedeach642.2
18.97A.3For 22 mm outer dia X 3/4" nominal dia threadedeach675.7
18.97A.4For 28 mm outer dia X 1" nominal dia threadedeach889.7
18.97A.5For35 mm outer dia x 1-1/4" nominal dia threadedeach1297.8
18.97A.6For 42 mm outer dia X 1-1/2"nominal dia threadedeach1893.2
18.97A.7For 54 mm outer dia X 2" nominal dia threadedeach2535.4
18.98Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Valve Connector
18.98.1For 15.88 mm outer dia x 15 mm nominal dia threadedeach314.4
18.98.2For 22.22 mm outer dia x 15 mm nominal dia threadedeach374.6
18.98.3For 22.22 mm outer dia x 20 mm nominal dia threadedeach414.8
18.98.4For 28.58 mm outer dia x 25 mm nominal dia threadedeach568.6
18.98.5For 34.00 mm outer dia x 32 mm nominal dia threadedeach863
18.98.6For 42.70 mm outer dia x 40 mm nominal dia threadedeach1177.4
18.98.7For 48.60 mm outer dia x 50 mm nominal dia threadedeach1618.9
18.99Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Female Threaded Elbow 90O
18.99.1For 15.88 mm outer dia x 15 mm nominal dia threadedeach214.1
18.99.2For 22.22 mm outer dia x 15 mm nominal dia threadedeach287.7
18.99.3For 22.22 mm outer dia x 20 mm nominal dia threadedeach287.7
18.99.4For 25.58 mm outer dia x 25 mm nominal dia threadedeach287.7
18.99.5For 34.00 mm outer dia x 32 mm nominal dia threadedeach394.7
18.99.6For 42.70 mm outer dia x 32 mm nominal dia threadedeach642.2
18.99.7For 42.70 mm outer dia x 40 mm nominal dia threadedeach642.2
18.99.8For 48.60 mm outer dia x 40 mm nominal dia threadedeach949.9
18.99.9For 48.60 mm outer dia x 50 mm nominal dia threadedeach949.9
18.99AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standard with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in- charge.
Female Threaded Elbow 90°
18.99A.lFor 15 mm outer dia X 1/2" nominal dia threadedeach856.3
18.99A.2For 22 mm outer dia X 3/4" nominal dia threadedeach1150.6
18.99A.3For 28mm outer dia X1" nominal dia threadedeach1578.8
18.99A.4For 35mm outer dia X1-1/4" nominal dia threadedeach2564.8
18.99A.5For 42mm outer dia X1-1/2" nominal dia threadedeach2793.6
18.99A.6For 54mm outer dia X 2" nominal dia threadedeach4317.5
18.1Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Male Threaded Elbow 90O
18.100.1For 15.88 mm outer dia x 15 mm nominal dia threadedeach260.9
18.100.2For 22.22 mm outer dia x 15 mm nominal dia threadedeach301
18.100.3For 22.22 mm outer dia x 20 mm nominal dia threadedeach301
18.100.4For 28.58 mm outer dia x 25 mm nominal dia threadedeach301
18.100.5For 34.00 mm outer dia x 25 mm nominal dia threadedeach388
18.100.6For 34.00 mm outer dia x 32 mm nominal dia threadedeach388
18.100.7For 42.70 mm outer dia x 32 mm nominal dia threadedeach642.2
18.100.8For 42.70 mm outer dia x 40 mm nominal dia threadedeach642.2
18.100.9For 48.60 mm outer dia x 40 mm nominal dia threadedeach929.9
18.100.10For 48.60 mm outer dia x 50 mm nominal dia threadedeach929.9
18.100.AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS6911:2017 and conforming to EN- 10312 standard with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in- charge.
Male Threaded Elbow 90°
18.100A.1For 15mm outer dia X 1/2" nominal dia threadedeach702.4
18.100A.2For 22mm outer dia X 3/4" nominal dia threadedeach1057
18.100A.3For 28mm outer dia X1" nominal dia threadedeach1398.1
18.100A.4For 35mm outer dia X 1-1/4" nominal dia threadedeach1926.6
18.100A.5For 42mm outer dia X1-1/2" nominal dia threadedeach3525.5
18.100A.6For 54mm outer dia X 2" mm nominal dia threadedeach4011.1
18.101Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Cap
18.101.1For 15.88 mm outer dia pipeeach64.2
18.101.2For 22.22 mm outer dia pipeeach93.7
18.101.3For 28.58 mm outer dia pipeeach120.4
18.101.4For 34.00 mm outer dia pipeeach234.1
18.101.5For 42.70 mm outer dia pipeeach334.5
18.101.6For 48.60 mm outer dia pipeeach434.8
18.101AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standard with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Cap
18.101A.1For 15 mm outer dia pipeeach428.1
18.101A.2For 22 mm outer dia pipeeach555.2
18.101A.3For 28 mm outer dia pipeeach689
18.101A.4For 35 mm outer dia pipeeach963.3
18.101A.5For 42 mm outer dia pipeeach2093.9
18.101A.6For 54 mm outer dia pipeeach2301.3
18.102Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
Pipe Bridge
18.102.1For 15.88 mm outer dia pipeeach294.3
18.102.2For 22.22 mm outer dia pipeeach388
18.102.3For 28.58 mm outer dia pipeeach555.2
18.102AProviding and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Pipe Bridge
18.102A.1For 15 mm outer dia pipeeach555.2
18.102A.2For 22 mm outer dia pipeeach1485.1
18.102A.3For 28 mm outer dia pipeeach2041.7
18.103Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN- 10312 standard with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in- charge.
Male Union
18.103.1For 15mm outer dia X 1/2" nominal dia threadedeach1184.1
18.103.2For 22mm outer dia X 1/2" nominal dia threadedeach1197.5
18.103.3For 22mm outer dia X 3/4" nominal dia threadedeach1371.4
18.103.4For 28mm outer dia X1" nominal dia threadedeach2415
18.103.5For 35mm outer dia X 1-1/4" nominal dia threadedeach2522
18.103.6For 42mm outer dia X 1-1/2" nominal dia threadedeach2849.8
18.103.7For 54mm outer dia X 2" nominal dia threadedeach4923.6
18.104Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standard with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Female Union
18.104.1For 22 mm outer dia X 3/4" nominal dia threadedeach1271
18.104.2For 28mm outer dia X1" nominal dia threadedeach1712.6
18.105Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS6911:2017 and conforming to EN-10312 standard with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Female Transition Elbow/ FTE
18.105.1For 15mm outer dia X 1/2" nominal dia threadedeach868.3
18.105.2For 22mm outer dia X 1/2" nominal dia threadedeach1204.1
18.105.3For 22mm outer dia X 3/4" nominal dia threadedeach1164
19.0 DRAINAGE
NOTE : - The rates given for all the items under sub-head ' Drainage' are applicable to work executed in soils above sub- soil water level. Extra allowance has to be made for work under sub- soil water level.
STONE WARE PIPES AND FITTINGS
19.1Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
2019-01-01 00:00:00100 mm diametermetre280.6
2019-01-02 00:00:00150 mm diametermetre464.3
2019-01-03 00:00:00200 mm diametermetre682.6
2019-01-05 00:00:00250 mm diametermetre1108.8
2019-01-06 00:00:00300 mm diametermetre1572
19.2Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round
S.W. pipes including bed concrete as per standard design :
2019-02-01 00:00:00100 mm diameter S.W. pipemetre404.3
2019-02-02 00:00:00150 mm diameter S.W. pipemetre494.4
2019-02-03 00:00:00200 mm diameter S.W. pipemetre576.3
2019-02-04 00:00:00250 mm diameter S.W. pipemetre666.5
19.3Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :
2019-03-01 00:00:00100 mm diameter S.W. pipemetre192.1
2019-03-02 00:00:00150 mm diameter S.W. pipemetre311.4
2019-03-03 00:00:00200 mm diameter S.W. pipemetre366
2019-03-04 00:00:00250 mm diameter S.W. pipemetre426.1
2019-03-05 00:00:00300 mm diameter S.W. pipemetre491.7
19.4Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight
C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
2019-04-01 00:00:00100x100 mm size P type
19.4.1.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each1860.6
19.4.1.2With Sewer bricks conforming to IS : 4885each1873.4
2019-04-02 00:00:00150 x 100 mm size P type
19.4.2.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each1908.9
19.4.2.2With sewer bricks conforming to IS : 4885each1921.7
2019-04-03 00:00:00180x150 mm size P type
19.4.3.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each1994.1
19.4.3.2With Sewer bricks conforming to IS : 4885each2006.9
19.5Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :
2019-05-01 00:00:00100 mm diametermetre35.4
2019-05-02 00:00:00150 mm diametermetre39.2
2019-05-03 00:00:00200 mm diametermetre41.8
2019-05-04 00:00:00250 mm diametermetre44.3
2019-05-05 00:00:00300 mm diametermetre46.9
2019-05-06 00:00:00350 mm diametermetre53.9
2019-05-07 00:00:00400 mm diametermetre58.9
2019-05-08 00:00:00450 mm diametermetre61.5
19.6Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete :
2019-06-01 00:00:00100 mm dia. R.C.C. pipemetre378.7
2019-06-02 00:00:00150 mm dia. R.C.C. pipemetre410.7
2019-06-03 00:00:00250 mm dia. R.C.C. pipemetre677.4
2019-06-04 00:00:00300 mm dia. R.C.C. pipemetre780
2019-06-05 00:00:00450 mm dia. R.C.C. pipemetre1318.8
2019-06-06 00:00:00500 mm dia. R.C.C. pipemetre1570.8
2019-06-07 00:00:00600 mm dia. R.C.C. pipemetre1902.3
2019-06-08 00:00:00700 mm dia. R.C.C. pipemetre2406.7
2019-06-09 00:00:00800 mm dia. R.C.C. pipemetre2900
2010-06-19 00:00:00900 mm dia. R.C.C. pipemetre3967
2011-06-19 00:00:001000 mm dia. R.C.C. pipemetre4641.3
2012-06-19 00:00:001100 mm dia. R.C.C. pipemetre5153.8
2013-06-19 00:00:001200 mm dia. R.C.C. pipemetre5737.9
19.7Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
2019-07-01 00:00:00Inside 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) :
19.7.1.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each7914.7
19.7.1.2With Sewer bricks conforming to IS : 4885each7948.1
2019-07-02 00:00:00Inside 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) :
19.7.2.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each18015.2
19.7.2.2With Sewer bricks conforming to IS : 4885each18268
2019-07-03 00:00:00Inside 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) :
19.7.3.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5each23949.2
19.7.3.2With Sewer bricks conforming to IS : 4885each24027.8
19.8Extra for depth for manholes :
2019-08-01 00:00:00Size 90x80 cm
19.8.1.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		metre5660
19.8.1.2With Sewer bricks conforming to IS : 4885metre5757.4
2019-08-02 00:00:00Size 120x90 cm
19.8.2.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		metre6776.3
19.8.2.2With Sewer bricks conforming to IS : 4885metre6892.4
19.9Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement
:4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design
:
2019-09-01 00:00:000.91 m deep with S.F.R.C. cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :
19.9.1.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each7090
19.9.1.2With Sewer bricks conforming to IS : 4885each7077.4
19.1Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
2019-10-01 00:00:00With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		metre4917.95
2019-10-02 00:00:00With Sewer bricks conforming IS : 4885metre4917.95
19.11Constructing brick masonry circular manhole 1.22 m internal dia atbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand
: 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design
:
2019-11-01 00:00:001.68 m deep with SFRC Cover and frame (heavy duty HD-
20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
19.11.1.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each13865
19.11.1.2With Sewer bricks conforming IS : 4885each13927.1
19.12Extra depth for circular type manhole 1.22 m internal dia (at bottom)beyond 1.68 m to 2.29 m :
2019-12-01 00:00:00With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		metre6283.7
2019-12-02 00:00:00With Sewer bricks conforming IS : 4885metre6390.1
19.13Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design
:
19.13.12.30 m deep with SFRC Cover and frame (heavy duty HD-
20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
19.13.1.1With common burnt clay F.P.S. (non modular) bricks of class
designation 100A		each30811.3
19.13.1.2With Sewer bricks conforming IS : 4885each31043.7
19.14Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :
19.14.1With common burnt clay F.P.S. (non modular) bricks of class
designation 100A		metre15013.2
19.14.2With Sewer bricks conforming IS : 4885metre15288.3
19.15Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per
standard design :
19.15.1With 20x20 mm square bareach310.9
19.15.2With 20 mm diameter round bareach296.3
19.16Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.each310.9
19.17Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size) :
19.17.1With 20x20 mm square bareach362.7
19.17.2With 20 mm diameter round bareach348.1
19.18Supplying and fixing C.I. cover without frame for manholes :
19.18.1455x610 mm rectangular C.I. cover (light duty) the weight of
the cover to be not less than 23 kg		each1286.9
19.18.2500 mm diameter C.I. cover (medium duty) the weight of the
cover to be not less than 58 kg		each3164.6
19.18.3560 mm diameter C.I. cover (heavy duty) the weight of the
cover to be not less than 108 kg		each6918.3
19.19Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
19.19.1L D- 2.5
19.19.1.1Rectangular shape 600x450 mm internal dimensionseach1120.6
19.19.1.2Square shape 450 mm internal dimensionseach946.8
19.19.1.3Circular shape 450 mm internal diametereach946.8
19.19.2M D - 10
19.19.2.1Square shape 450 mm internal dimensioneach995.6
19.19.2.2Circular shape 500 mm internal diametereach1082.7
19.19.3H D - 20
19.19.3.1Circular shape 560 mm internal diametereach985.1
19.19.4EHD - 35
19.19.4.1Circular shape 560 mm internal diaeach1393.2
19.2Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5
kg		each658.1
19.21Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
19.21.1For pipes 100 to 250 mm diametereach375.9
19.21.2For pipes 250 to 300 mm diametereach431.7
19.21.3For pipes 350 to 450 mm diametereach620.9
19.22Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand)plastered with cement mortar 1:3 (1 cement
: 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications :
19.22.1100 mm dia sand cast iron drop connectioneach6064.4
19.22.2150 mm dia sand cast iron drop connectioneach8073.2
19.23Extra for depths beyond 60 cm of sand cast iron drop connection complete :
19.23.1For 100 mm dia sand cast iron drop connectionmetre1884.8
19.23.2For 150 mm dia sand cast iron drop connectionmetre2524.6
19.24Dismantling 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 :
19.24.1Rectangular manhole 90x80 cm and 45 cm deepeach1266.2
19.24.2Rectangular manhole 120x90 cm and 90 cm deepeach2266
19.24.3Rectangular arch type manhole 140x90 cm and 2.45 m deepeach3405.2
19.24.4Circular manhole 122 cm diameter and 1.68 m deepeach2607.7
19.25Extra for depth of manholes dismantled :
19.25.1Rectangular manhole 90x80 cm and beyond 45 cm depthmetre820.6
19.25.2Rectangular manhole 120x90 cm and beyond 90 cm depthmetre977.1
19.25.3Rectangular arch type manhole 140x90 cm and beyond 2.45
m depth (up to 4.25 m depth)		metre789.7
19.25.4Circular manhole 122 cm diameter and beyond 1.68 m depth
(up to 2.29 m depth)		metre890.1
19.26Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :
19.26.1Rectangular manhole 90x80 cm with rectangular cover
600x450 mm of grade LD - 2.5		each1411.6
19.26.2Rectangular manhole 120x90 cm with circular cover 500 mm
dia of grade MD - 10		each2220.6
19.26.3Rectangular manhole 120x90 cm with circular cover 560 mm
dia of grade HD - 20		each2073
19.26.4Circular manhole 140 cm dia with circular cover 600 mm dia
of grade EHD - 35		each211.2
19.27Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
19.27.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each3743.3
19.28Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design :
19.28.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each4295.9
19.29Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and vertical
grating complete as per standard design :
19.29.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each7186.6
19.3Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg),
R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
19.30.1Inside dimensions 455x610 mm and 45 cm deep for single
pipe line :
19.30.1.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each4266.8
19.30.2Inside dimensions 500x700 mm and 45 cm deep for pipe line
with one or two inlets :
19.30.2.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each5107.4
19.30.3Inside dimensions 600x 850 mm and 45 cm deep for pipe
line with three or more inlets :
19.30.3.1With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5		each5942
19.31Extra for depth beyond 45 cm of brick masonry chamber
19.31.1For 455x610 mm size
19.31.1.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		metre3946.2
19.31.2For 500x700 mm size
19.31.2.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		metre4302.3
19.31.3For 600x850 mm size
19.31.3.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		metre5006.2
19.32Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
19.32.1With common burnt clay F.P.S. (non modular) bricks of class
designation 7.5		each33603.4
19.33Constructing soak pit 1.20x1.20x1.20 m filled with brickbats
including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.		each4117.3
19.34Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
19.34.1100 mm diaeach319.6
19.34.2150 mm diaeach429.6
19.35Providing and laying Non Pressure NP-3 class (Medium duty)
R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
19.35.1450 mm dia RCC pipes.metre2167.1
19.35.2600 mm dia RCC pipes.metre2903.7
19.35.3900 mm dia RCC pipes.metre4594.1
19.35.41000 mm dia RCC pipes. (Laying by mannual/machenical
means)		metre5686.2
19.35.51200 mm dia RCC pipes. (Laying by mannual/
machenical means)		metre7606.6
19.35.61800 mm dia RCC pipes. (Laying by mannual/ machenical means)metre133.97
19.36Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
19.36.1450 mm dia RCC pipes.metre2554.9
19.36.2600 mm dia RCC pipes.metre3371.9
19.36.3900 mm dia RCC pipes.metre6366.9
19.36.41000 mm dia RCC pipes.(Laying machenical means)metre7900.5
19.36.51200 mm dia RCC pipes. (Laying machenical means)metre9359.3
19.36.61800 mm dia RCC pipes. (Laying machenical means)metre19093.7
20.0 PILE WORK
20.1Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :
2020-01-01 00:00:00400 mm dia pilesmetre1966.9
2020-01-02 00:00:00450 mm dia pilesmetre2399.3
2020-01-03 00:00:00500 mm dia pilesmetre2888.3
2020-01-04 00:00:00550 mm dia pilesmetre3074.8
2020-01-05 00:00:00750 mm dia pilesmetre5124.2
2020-01-06 00:00:001000 mm dia pilesmetre8329
2020-01-07 00:00:001200 mm dia pilesmetre10479.7
2020-01-08 00:00:001500 mm dia pilesmetre14388.2
20.2Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).
2020-02-01 00:00:00300 mm dia pilesmetre902.6
2020-02-02 00:00:00400 mm dia pilesmetre1163.3
2020-02-03 00:00:00450 mm dia pilesmetre1413.5
2020-02-04 00:00:00500 mm dia. pilesmetre1639.7
2020-02-05 00:00:00600 mm dia pilesmetre2188.8
2020-02-06 00:00:00750 mm dia pilesmetre3289.8
2020-02-07 00:00:001000 mm dia pilesmetre8409.9
2020-02-08 00:00:001200 mm dia pilesmetre10765.1
2020-02-09 00:00:001500 mm dia pilesmetre15135.1
20.2ABoring, providing and installing bored cast-in-situ reinforced of grade M-25 of specified diameter and length below the pile cap, to carry a safe cement concrete piles working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc.(By Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).
20.2A.1600 mm dia piles.metre3643.8
20.2A.2750 mm dia piles.metre5100.4
20.2A.31000 mm dia piles.metre8409.9
20.2A.41200 mm dia piles.metre10765.1
20.2A.51500 mm dia piles.metre15135.1
20.3Boring,with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :
2020-03-01 00:00:00300 mm dia pilesmetre2334.4
2020-03-02 00:00:00400 mm dia pilesmetre2691
2020-03-03 00:00:00450 mm dia pilesmetre2899.5
2020-03-04 00:00:00550 mm dia pilesmetre3157.1
20.3A.1Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )metre178.3
20.3A.263 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l)Each190.2
20.4Extra over item No. 23.3 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are
to be paid).
2020-04-01 00:00:00300mm dia pileseach1621.6
2020-04-02 00:00:00400mm dia pileseach1784.8
2020-04-03 00:00:00450 mm dia pileseach1883.4
2020-04-04 00:00:00550 mm dia pileseach2037.4
20.5Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified with a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 (1cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but
excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the
shoe to the bottom of pile cap).
2020-05-01 00:00:00400 mm dia pilesmetre2472.3
2020-05-02 00:00:00450 mm dia pilesmetre2974.4
2020-05-03 00:00:00500 mm dia pilesmetre3143.6
2020-05-04 00:00:00550 mm dia pilesmetre3535.1
2020-05-05 00:00:00750 mm dia pilesmetre6443.3
2020-05-06 00:00:001000 mm dia pilesmetre8730
20.6Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loadingplatform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
2020-06-01 00:00:00Single pile upto 50 tonne capacity
20.6.1.1Initial testper test51510.6
20.6.1.2Routine testper test18463.5
2020-06-02 00:00:00Single pile above 50 tonne and upto 100 tonne capacity
20.6.2.1Initial testper test57531.3
20.6.2.2Routine testper test30505
2020-06-03 00:00:00Group of two or more piles upto 50 tonne capacity
20.6.3.1Initial testper test66227.9
20.6.3.2Routine testper test38131.2
20.7Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for.
2020-07-01 00:00:00Single pile
20.7.1.1Upto 50 tonne safe capacity pileper test18463.5
20.7.1.2Above 50 tonne and upto 100 tonne safe capacity pileper test30505
2020-07-02 00:00:00Group of two piles
20.7.2.1Upto 400 tonne safe capacity of groupper test38131.2
20.8Lateral load testing of single pile in accordance with IS Code of
practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile :
2020-08-01 00:00:00Upto 50 tonne capacity pileper test18463.5
2020-08-02 00:00:00Above 50 tonne and upto 100 tonne capacity pileper test30906.4
20.9Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in- charge.per test894.1
Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority,keeping in view the quality control, type of soil strata & importance of the project.
21.0 ALUMINIUM WORK
21.1Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required 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 / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
2021-01-01 00:00:00For fixed portion
21.1.1.1Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic
coating of grade AC 15)		kg386.1
21.1.1.2Powder coated aluminium (minimum thickness of powder coating 50 micron)kg418.4
21.1.1.3Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)kg426.9
2021-01-02 00:00:00For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
21.1.2.1Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic
coating of grade AC 15)		kg447.2
21.1.2.2Powder coated aluminium (minimum thickness of powder coating 50 micron)kg480.2
21.1.2.3Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)kg480
21.2Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
2021-02-01 00:00:00Pre-laminated particle board with decorative lamination on one side and balancing lamination on other sidesqm841
2021-02-02 00:00:00Pre-laminated particle board with decorative lamination on both sidessqm826.9
21.3Providing 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):
2021-03-01 00:00:00With float glass panes of 4.0 mm thickness(weight not
less than 10kg/sqm)		sqm809.3
2021-03-02 00:00:00With float glass panes of 5.50 mm thickness(weight not less than 12.50 kg/sqm)sqm1115.1
2021-03-03 00:00:00With float glass panes of 8 mm thickness(weight not
less than 20 kg/sqm).		sqm1285.6
21.4Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge.
2021-04-01 00:00:00With stainless steel cover plate minimum 1.25 mm
thickness		each2283.8
2021-04-02 00:00:00With brass cover plate minimum 1.25 mm thicknesseach2444.3
21.5Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-incharge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).kg578.8
21.6Providing 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.each58.1
21.7Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in- charge.
2021-07-01 00:00:00Anodised aluminium sheet 2.5mm thick (anodised
transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)		kg552
2021-07-02 00:00:00Powder coated aluminium sheet 2.5mm thick (minimum
thickness of powder coating 50 micron)		kg584.4
21.8Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
2021-08-01 00:00:00Upto 5mm depth and 5 mm widthmetre85.2
21.9Extra for applying additional anodic coating AC 25 instead of AC
15 to aluminium extruded sections.
2021-09-01 00:00:00For fixed portionkg13.4
2021-09-02 00:00:00For shutters of doors, windows & ventilatorskg13.4
21.1Providing 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.		sqm3698.5
21.11Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per
direction of Engineer-in-charge complete.
2021-11-01 00:00:00205 X 19 mmeach280
2021-11-02 00:00:00255 X 19 mmeach316.4
2021-11-03 00:00:00355 X 19 mmeach276.2
2021-11-04 00:00:00510 X 19 mmeach731.1
2021-11-05 00:00:00710 X 19 mmeach1252.9
21.12Providing and fixing aluminium tubular handle bar 32 mm outer dia,3.0 mm thick & 2100 mm long with SS screws etc .complete as
per direction of Engineer-in-Charge.
2021-12-01 00:00:00Anodized (AC 15 ) aluminium tubular handle bareach507
2021-12-02 00:00:00Powder coated minimum thickness 50 micron aluminium
tubular handle bar		each557.3
2021-12-03 00:00:00Polyester powder coated minimum thickness 50 micron aluminium tubular handle bareach608.4
21.13Providing and fixing Brass 100mm 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.		each365.2
21.14Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately).kg345.1
21.15Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.
21.15.1Anodized (AC 15) aluminiumeach70.5
21.15.2Powder coated minimum thickness 50 micron aluminiumeach76.8
21.15.3Polyester powder coated minimum thickness 50 micron aluminiumeach75.3
21.16Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer in-charge
21.16.1Anodized (AC 15 ) aluminiumeach85.7
21.16.2Powder coated minimum thickness 50 micron aluminiumeach86.6
21.16.3Polyester powder coated minimum thickness 50 micron aluminiumeach89.3
21.17Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @
200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be easured for
payment).		kg511
21.18Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).sqm5143
21.19Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/ Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600-
21.19.1Upto 5 mm depth and 5 mm widthmetre110.3
21.19.2Upto 10 mm depth and 10 mm widthmetre152.2
21.19.3Upto 20 mm depth and 20 mm widthmetre283
22.0 Water Proofing
22.1Providing and laying integral cement based treatment for water . proofing on horizontal surfaces at all levels as directed by Engineer-in-charge and consisting of: 1) 1st layer of 20 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement:3 coarse sand) mixed with water proofing compund conforming to IS: 12645 in the recommnded proportion. Joints sealed and grouted with cement slurry mixed with water proofing compound conforming to IS: 12645 in proportions recommended by the manufacturer. II) 2nd'c!ass layer of 25 mm thick cement mortar 1:3 (1 cement:3 coarse sand) mixed with water proofing compound in recommended proportions. Ill) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreadidng @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
2022-01-01 00:00:00Using rough kota sotne.sqm1396.3
2022-01-02 00:00:00Using rough red sand stone.sqm1352.4
22.2Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand)
20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :
2022-02-01 00:00:00Using rough kota stonesqm1752.4
2022-02-02 00:00:00Using rough red sand stone.sqm1708.3
22.3Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of:
(i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.
(ii) 2nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion,
(iii) 3rd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area,
(iv) 4th course of 400 micron thick PVC sheet.(Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni).		sqm480.6
22.4Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc. complete
2022-04-01 00:00:00Serrated with central buld (225 mm wide, 8-11 mm thick)m273.3
2022-04-02 00:00:00Dumb bell with Central bulb (180 mm wide, 8 mm thick)m222.5
2022-04-03 00:00:00Kickers (320 mm wide, 5 mm thick)m222.5
22.5Providing and laying in sssitu five course water proofing treatment with glass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg. per sqm, 2nd & 4th courses of bonding material® 1.60 kg. per sqm which shall consist of blown type bitumen of grade 85/25 conforming to IS: 702, third layer of glass ffibre tissuue course as specified, fifth, the top most layer of stone grit 6 mm and down size or
pea-sized gravel sprad @ 6 dmJ per sqm including preparation of surface excluding grading for slope etc. complete.		sqm409.7
22.6Providing and laying in situ seven course water profing treatment with flass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 Kg, per sqm . 2nd , 4th $ 6th courses of bonding material @ 1.60 kg, per sqm , which shall consist of blown typw bitumen of grade 55/25 conforming to IS : 702 , third and fifth layers of glass fibre tissue
course as specified , seventh , the top pea-sized grsvel spread @ 6 dm3 per sqm , including prepatation of surface excluding grading for slope etc. complete.		sqm637
22.7Providing and laying in situ nine course water proofing treatment with glass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg. per sqm , 2nd , 4th , 6th , 8th coures of bonding material @ 1.60 kg. per sqm , which shall consist of blown type bitumen of grade 55/25 conforming to IS -702 , third , fifith and seventh courses of flass fibre tissue , as specified , ninth, the top most layer of stone grit 6
mm and down size or pea-sized gravel spread @ 6 dmz per sqm including preparation of surface ' excluding grading for slope etc, compete.		sqm862.1
22.8Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be 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 specifed by the Engineer-in-Charge.
2022-08-01 00:00:00With average thickness of 120 mm and minimum thickness at
khurras point to be 65 ..		sqm850.7
22.9.1Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (lcement:3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1 cement: 3 fine sand) and finished neat which shall be paid for separately .sqm531
22.9.2Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd & 4th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS: 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as lOOmicron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat which shall be paid for separately as per DSR Item No. 12.19.sqm393.3
22.9.3Providing and laying in situ seven course water proofing treatment with APP (AtacticPolypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 1 OOmicron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement: 3 fine sand) and finished neat which shall be paid for separately .sqm648.7
22.1Providing 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 6 cubic decimeter per sqm including preparation of surface, excluding grading, compete.sqm603.7
22.11Providing 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 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 decimeter per sqm including preparation of surface but excluding grading,
complete.		sqm604.6
22.12Supplying and applying bituminous solution primer on roof and / or wall surface at 0.24 litre per sqm.sqm35.2
22.13Deduct for omitting in water proofing treatment final course of spreading stone grit 6 mm down size or pea sized gravel :
22.13.1at 6 cudm per sqmsqm14.5
22.13.2at 8 cudm per sqmsqm18.1
22.14Grading roof for water proofing treatment with
22.14.1Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)cum3990.3
22.14.2Cement mortar 1:3 (1 cement : 3 coarse sand)cum7544.9
22.14.3Cement mortar 1:4 (1 cement : 4 coarse sand)cum6989.9
22.18Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrance, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D
- 5147. The laying of membrane shall be got done through the authorised
applicator of the manufacture of membrane.
22.18.12 mm (for corrugated roof sheets).sqm354.8
22.19Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @0.40 litre/ sqm by the same membrane manufactured of density at 25° C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D
- 5147. The laying of membrane shall be got done through the authorised
applicator of the manufacturer of membrane.
22.19.13 mm thick.sqm443.1
22.2Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.
22.20.13 mm thick.sqm472.5
22.21Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.sqm85.2
22.22Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc.. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. 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. 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.kg332.4
22.22AProviding and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). 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 per the direction of Engineer-in- Charge.sqm415.9
22.23Providing 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., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. 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 negative 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.
22.23.1For vertical surface two coats @0.70 kg per sqmsqm406.2
22.23.2For horizontal surface one coat @1.10 kg per sqm.sqm311.5
22.23AProviding & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.sqm492.3
22.24Providing 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. sprinkled @0.60kg per sqm or higher as recommended by the manufacturer's specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry- shake 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 leakagesqm265.8
22.25Providing 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.
22.25.1For 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 meter and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running meter. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running meter per coat.per metre460.6
22.25.2For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @0.070kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline [email protected] per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole)each18.2
22.26Providing 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.metre489.4

23.0 Horticulture and Landscaping
23.1Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of imported earth,sludge or manure).Sqm44.7
23.2Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment).cum143.5
23.3Supplying and stacking Sludge at site including royalty and carriage (Sludge measusred in stacks will be reduced by 8% for payment).cum282.6
23.4Supplying and stacking a' site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment)
2023-04-01 00:00:00Screened through sieve of l.S. designation 20 mmcum278.9
2023-04-02 00:00:00Screened through sieve of l.S. Designation 16 mmcum299.4
23.4,3Screened through sieve of l.S. designation 4.75 mmcum315.8
23.5Rough dressing the trenched ground including breaking clods.100sqm85.9
23.6Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.100sqm283.2
23.7Fine dressing the ground100sqm208.8
23.8Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately).cum30.1
23.9Mixing earth and sjudge or manure in porportion specified or directed.cum20.9
23.1Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed.
2023-10-01 00:00:00In rows 15 cm apart in either direction.100sqm319.6
2023-10-02 00:00:00In rows 7.5 cm apart in either direction.100sqm670.8
2023-10-03 00:00:00In rows 5 cm apart in either direction.100sqm1027.4
23.11Renovating lawns including weeding.cheeling the grass,forking the ground, top dressing with sludge or manure,mixing the same with forked soil,watering and maintaining the lawn for 30 days or more till the grass forms a thich lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure.100 sqm1964.1
23.0 Horticulture and Landscaping
23.1Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of imported earth,sludge or manure).Sqm44.7
23.2Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment).cum143.5
23.3Supplying and stacking Sludge at site including royalty and carriage (Sludge measusred in stacks will be reduced by 8% for payment).cum282.6
23.4Supplying and stacking a' site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment)
2023-04-01 00:00:00Screened through sieve of l.S. designation 20 mmcum278.9
2023-04-02 00:00:00Screened through sieve of l.S. Designation 16 mmcum299.4
23.4,3Screened through sieve of l.S. designation 4.75 mmcum315.8
23.5Rough dressing the trenched ground including breaking clods.100sqm85.9
23.6Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.100sqm283.2
23.7Fine dressing the ground100sqm208.8
23.8Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately).cum30.1
23.9Mixing earth and sjudge or manure in porportion specified or directed.cum20.9
23.1Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed.
2023-10-01 00:00:00In rows 15 cm apart in either direction.100sqm319.6
2023-10-02 00:00:00In rows 7.5 cm apart in either direction.100sqm670.8
2023-10-03 00:00:00In rows 5 cm apart in either direction.100sqm1027.4
23.11Renovating lawns including weeding.cheeling the grass,forking the ground, top dressing with sludge or manure,mixing the same with forked soil,watering and maintaining the lawn for 30 days or more till the grass forms a thich lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure.100 sqm1964.1
23.12Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of al! rubbish with all leads and lifts.100sqm3418.2
23.13Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%). flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as drected, within a lead of 50 m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).cum126.9
23.14Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2;1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately):
23.14.1Holes 1.2 m dia, And 1.2 m deep.each536.5
23.14.2Holes 60 cm ciia. And 60 cm deep.each69.3
23.15Half brick circular tree guard in 50 class designation bricks, internal diameter 1.25 metre and height 1.? metre above ground and 0.20 m below ground bottom two courses laid dry and top three courses in lime mortar 1:2(1 lime putty:2 surkhi) or cement ortar 1:6 (1 cement:6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:
23.15.1With F.P.S. Brickseach1647.6
23.16Providing and fixing M.S. fiat iron tree guard 60 cm dia. And 2 m high above ground level formed of 4 nos. 25x6 mm and 8 nos. 25x3 mm vertical M.S. flats hvetted to 3 nos. 25x6 mm M.S. flat iron rings in two halves, bolted together with 8 mm dia. And 30 mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects.each3597.7
23.19Edging with bricks laid dry length wise including excavation, refilling, consolidating with hand packing and spreading neatly susrplus earth within a lead of 50 m:
23.19.1100A class designation.
23.19.1.1F.P.S.Bricksm40.9
23.19.1.2100Bclass designation.m38.1
23.2Filling mixture of earth and sludge or manure in the deisired proportion in trenches, flooding with water and levelling (cost of supplying earth and sludge or manure and mixing excluded).cum10.3
23.21Excavation in dumped stones or malba including stacking of serviveable and unserviceable material separately and disposal of unserviceable material lead upto 50 m and lift upto 1.5 m disposed material to be neatly dressed.cum292.2
23.22Excavation in bajri path including stacking of serviceable and unserviceable material lead upto 50 m and lift upto 1.5 m disposed material to be neatly dressed,cum325
23.23Excavation in water bound macadam road including stacking the serviceable and unserviceable material separatedly and disposal of unserviceabel material lead upto 50 m and lift upto 1.5 m disposed material to be neatly dressed.cum396
23.24Flooding the ground with water including making kiaries and dismantelling the same.100sqm171.4
24.0 RAIN WATER HARVESTING & TUBEWELLS
24.1Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.
2024-01-01 00:00:00All types of soil
24.1.1.1300 mm diametre486.8
24.1.1.2350 mm diametre532.4
24.1.1.3400 mm diametre681.5
2024-01-02 00:00:00Rocky strata including Boulders
24.1.2.1300 mm diametre1118.6
24.1.2.2350 mm diametre1164.5
24.1.2.3400 mm diametre1326.3
24.2Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.
2024-02-01 00:00:00All types of soil
24.2.1.1300 mm diametre567.9
24.2.1.2350 mm diametre659.5
24.2.1.3400 mm diametre896.5
2024-02-02 00:00:00Rocky strata including Boulders
24.2.2.1300 mm diametre1201.8
24.2.2.2350 mm diametre1242.7
24.2.2.3400 mm diametre1559.1
24.3Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge.
2024-03-01 00:00:00100 mm nominal size diametre546.1
2024-03-02 00:00:00150 mm nominal size diametre660.1
2024-03-03 00:00:00200 mm nominal size diametre940.8
2024-03-04 00:00:0050 mm nominal size diametre236.7
2024-03-05 00:00:0075 mm nominal size diametre414.4
1Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
2024-04-01 00:00:00100 mm nominal size diametre573.1
2024-04-02 00:00:00150 mm nominal size diametre673.5
2024-04-03 00:00:00200 mm nominal size diametre1088.3
2024-04-04 00:00:0050 mm nominal size diametre354.9
2024-04-05 00:00:0075 mm nominal size diametre482.1
24.5Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge.cum1188.9
24.6Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction
of Engineer-in-charge.		cum1195.6
24.7Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.cum1195.6
24.8Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.cum1343.2
24.9Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x
1.6 mm complete, all as per direction of Engineer-in-charge.		each1213.2
24.1Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in- charge.
2024-10-01 00:00:00100 mm nominal size dia having minimum wall thickness
5.00 mm		metre1121.2
2024-10-02 00:00:00150 mm nominal size dia having minimum wall thickness
5.00 mm		metre1408.1
2024-10-03 00:00:00200 mm nominal size dia having minimum wall thickness
5.40 mm		metre2003.7
24.11Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete,for all depths, as per direction of Engineer -in-charge.
2024-11-01 00:00:00100 mm nominal size diametre1206.9
2024-11-02 00:00:00150 mm nominal size diametre1727.2
2024-11-03 00:00:00200 mm nominal size diametre2119.1
24.12Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.hour916.8
24.13Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
24.13.1100 mm diaeach189.7
24.13.2150 mm diaeach210.7
24.13.3200 mm diaeach281
24.14Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
24.14.1100 mm clampeach1448.4
24.14.2150 mm clampeach1531.4
24.14.3200 mm clampeach1738
24.15Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
24.15.1100 mm diaeach228.3
24.15.2150 mm diaeach281.8
24.15.3200 mm diaeach308.5
25.0 CONSERVATION OF HERITAGE BUILDINGS
25.1Raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical
/ manual means, including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground
within 50 metre lead.		sqm28.6
25.2Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.sqm176.2
Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose.
(2) The payment will be made once only for execution of all items for such works.
25.3Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by chaeological Survey of India/ Engineer-incharge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding).sqm75.3
25.4Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer,on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding).sqm29.8
25.5Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50% light yellow surkhi ):1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding).sqm152.1
25.6Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime : 1.5 surkhi (15% dark red and 85% light yellow surkhi) : 1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding).sqm152.1
25.7Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-in- charge, of approved brand and manufacturer, with brush or spray on the existing stone masonry surface till there is no further absorption of chemical by stone surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer-in-Charge (The rate is inclusive of all materials & labours involved except scaffolding).sqm254.8
25.8Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture,diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is nclusive of all materials & labours involved except scaffolding).sqm71.6
26 A.0 STRUCTURAL GLAZING AND ALUMINIUM COMPOSITE PANEL
26A.1Providing and supplying aluminium extruded tubular and other aluminium sections as per the rchitectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS74,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).kg370.4
26A.2Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:sqm3111.4
a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:
b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.
c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture,as per the approved sealant design, within and all around the perimeter for holding glass.
d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified,as per the approved shop drawings and as directed by the Engineerin-Charge.
Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places.
Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by BL(National Accreditation Board for Testing and Calibration boratories), Department of Science &Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories
1. Performance Laboratory Test for Air Leakage Test (-50pa to
–300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”
2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME-331- 09 testing method for a range up to 2000 ml.”
3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml”
4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm”
5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site
6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml”
26A.3Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of
approved colour and shade with reflective soft coating on surface #
2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.
(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-
0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.		sqm3377.5
26A.4Extra 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.		sqm3309.1
26A.7b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.
c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per pecification and drawing
The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.sqm4474.2
26.8"Design supply & installation of suspended Spider Glozing system designed to withstand the wind pressure as pr IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi- metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the erimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust
proof.
The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding
,other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete.		sqm3899.7
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. "
26.8"Design supply & installation of suspended Spider Glozing system designed to withstand the wind pressure as pr IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the erimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof.sqm3899.7
The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding
,other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener,
anchors, SS channel laminated glass etc. all complete.
For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. "
26.0 NEW TECHNOLOGIES AND MATERIALS
26.1Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick, minimum 1800mm length and minimum 100 mm wide , in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm thick expanded polythylene foam sheets having density 40kg/cum, over prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge.sqm5263
26.2Providing & fixing in position Phenol bonded Bamboo wood in wall skirting with planks of sizes 14mm thick, 1900mm length (minimum) and 85mm wide(minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The skirting shall be fixed with SS screws & rawl plugs, over underlayment of 4mm thick, expanded poly ethylene foam sheets having 40kg/cum density over prepared surface. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in- charge.sqm5096.1
26.3Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with planks of sizes 10mm thick, minimum 1800mm length and minimum 100 mm wide , in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5 nos in each tile to frame work made of second class teak wood of size 20x15 mm in centre of each tile and bottom and top of work height, 40x15mm placed at ends of each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded poly ethylene foam of density 40kg/cum in two layers, first layer on wall surface before fixing wooden frame and second layer on frame under cladding. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge.sqm5481
26.4Providing & fixing in position Phenol bonded Bamboo wood panelled or panelled and glazed shutters for doors windows, clerestorey windows with pre-molded minimum 30mm thick planks, in approved colours, texture & finishe. It shall have 10mm wide, 25mm deep grove to fit in panels.The bamboo wood shall have minimum density of 1000 Kg/cum, minimum Hardness 1000 Kgf. All styles and rails shall have profiled interlocking system locked in place by bamboo pins, all complete as per direction of Engineer in charge. (The panelling will be paid for separately).sqm5357.7
26.5Providing & fixing in position Phenol bonded Bamboo wood panelling of 10mm thick, in 25 to 40 mm thick panelled or panelled & glazed shutters for doors, windows, clerestorey windows, in approved colour, texture & finish. The bomboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. The panels shall have profiled interlocking system locked in place with bamboo pins all complete as per direction of the Engineer in-charge. (area of opening for panel inserts excluding portion inside grooves or rebates to be measured)sqm3169.9
26.6Providing & fixing in position 65 mm thick factory made door frame of Phenol bonded Bamboo wood (superior class, interior use), in approved colour, texture and finish.The bamboo wood shall have minimum density of 1000 Kg/cum, minimum Hardness 1000 Kgf. The door frame shall have tenon & mortise interlocking system, to be fixed to the wall with 100 mm size G.I screws all a complete as per direction
of Engineer-in charge.		cudm243.8
26.6AProviding, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge.sqm5147.9
26.6BProviding and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge.metre4125.8
26.6DProviding and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo Mat board (595x595mm) conforming to IS:13958- 1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers,
cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in-charge.		sqm3141.9
26.6DProviding and fixing at Bamboo Mat board conforming to IS:13958- 1994 for partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)
26.6D.13mm thicknesssqm2319
26.6D.226.6D.2 4mm thicknesssqm2676
26.6D.36mm thicknesssqm3215.5
26.6D.49mm thicknesssqm4044.4
26.6D.512mm thicknesssqm4644.2
26.6EProviding and fixing at all height wall panelling with phenol bonded Bamboo Mat board conforming to IS:13958-1994 including providing and fixing to frame work made of 50mm x 50mm hardwood plugs including cutting brick work and fixing in cement mortar and making good the wall etc. and also providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws all complete as per direction of Engineer-in- Charge.
26.6E.19mm thicknesssqm4368.2
26.6E.212mm thicknesssqm4968
26.7Providing 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/m³ as per ASTM D 1622, water absorptions 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 retardent 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 direction of Engineer-in- Charge.sqm813.9
26.8Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size under deck 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 (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 absorptions 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 retardent 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 direction of Engineer-in- Chargesqm848.8
26.9Providing 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 Fastner with necesary stainless steel screws, all complete as per direction of Engineer-in- chargemetre355.3
26.1Providing 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.sqm4104.7
26.11Providing and fixing concealed hinge of approved quality for 19- 20mm thick door with stainless steel screws complete :each49.6
26.12Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 15kN/m in the longitudinal and transverse direction, with 5kN/m and 7kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening.sqm190.3
26.13Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 20kN/m in the longitudinal and transverse direction, with 7kN/m and 14kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening.sqm212.3
26.14Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 30kN/m in the longitudinal and transverse direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening.sqm315.4
26.15Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 40kN/m in the longitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening.sqm440.4
26.16Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.sqm793.7
26.17Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 g/m2 and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of
13.5 kN/ m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.		sqm940.8
26.18Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain .
26.18.1Ultimate tensile strength- 100 kN/msqm308
26.18.2Ultimate tensile strength- 150 kN/msqm322.7
26.18.3Ultimate tensile strength- 200 kN/msqm514
26.18.4Ultimate tensile strength- 250 kN/msqm528.8
26.18.5Ultimate tensile strength- 300 kN/msqm543.5
26.18.6Ultimate tensile strength- 350 kN/msqm508.7
26.18.7Ultimate tensile strength- 400 kN/msqm675.9
26.18.8Ultimate tensile strength- 500 kN/msqm749.5
26.18.9Ultimate tensile strength- 600 kN/msqm823.1
26.18.10Ultimate tensile strength- 700 kN/msqm970.3
26.18.11Ultimate tensile strength- 800 kN/msqm1080.7
26.18.12Ultimate tensile strength- 900 kN/msqm1264.6
26.18.13Ultimate tensile strength- 1000 kN/msqm1406.9
26.18.14Ultimate tensile strength- 1100 kN/msqm1485.4
26.18.15Ultimate tensile strength- 1200 kN/msqm1559
26.19Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/self tapping SS screws of size 5.5x65 mm with EPDM seal complete upto required pitch in horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per specifications, detail drawings and direction of Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost of purlins, rafters and trusses.
26.19.10.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm.sqm937.4
26.19.20.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm.sqm1200.9
26.2Providing round the clock security guard without gun for watch & wardo of Government premises and its all belongings by deploying neatly dressed security guards in 8 hour's shift including necessary T&P like torch, lathi and uniform etc.complete,as per the direction of Engineer-in charge.(One job means 8 hour's duty).ne job 8hr
-		s 575.20
26.21Providing round the clock security guard with gun for watch & ward ofo Government premises and its all belongings by deploying neatly dressed security guards in 8 hour's shift including necessary T&P like torch, lathi and uniform etc.complete, as per the direction of Engineer- in-charge.(One job means 8 hour's duty).ne job 8hrs 628.60
26.22Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm,cross - T of size 24x32 mm of length 1200 mm and secondaryintermediate cross-T of size 24x32 mm of
length 600mm to formgrid module of size 600 x 600 mm, suspended from ceiling usinggalvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require,fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The workshall be carried out as per specifications, drawing and as per directionsof the Engineer-in-Charge.
26.22.1With 15 mm thick tegular edged light weight calcium silicate false ceiling tiles.sqm1530.4
26.22.2With 15 mm thick tegular/butt edged without perforation plain/designer light weight calcium silicate Anti-Microbial Bio-Safe coated false ceiling tiles Confirming to JIS-Z2801 and ASTM G-21sqm1651
26.23Providing and fixing false ceiling at all heights with integral densified calcium silicate 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, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter- locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6 mm reveal profile (white/black),comprising of main T runners of size 15x42 mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross-T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) 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 85x25x2 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 center to center 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.-
26.23.1With 15 mm thick integral densified micro edge light
weight calcium silicate false ceiling tiles		sqm1812.4
26.24Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor and ceiling channel section of size 50 x 32m fixed to the floor and soffit at 600mm centers using 12mm dia,50mm long wedge type expanded zinc alloy dash fastner with 10mm bolt. This same channel is then to be fixed in horiziontal direction at 600mm center to center so as to form a grid of 600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50mm wide (90 metre )roll and two coats of primer suitable for panelling as per manufacturer's specification as per direction of Engineer-in-Charge all complete.
26.24.115 mm thick fully With perforated square/butt edge light weight calcium silicate panels/ tilessqm2359.6
26.25Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate 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, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge.sqm1204.2
26.26Providing & 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, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing '@ 80 grams per sqm) 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 85x25x2 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 wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge.
26.26.1With semi perforated 12 mm thick micro tegular edged
GRG false ceiling tiles.		sqm1447.1
26.26.2With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles.sqm1517.4
26.27Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ?85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of
0.33 mm thick (galvanized @120 gsm ) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge.
26.27.1With 16 mm thick beveled tegular mineral fibre false
ceiling tile (NRC 0.55 to 0.6)		sqm1832.4
26.27.2With 20 mm thick beveled tegular mineral fibre false
ceiling tile (NRC 0.7)		sqm2120.7
26.27.3With 16 mm thick beveled tegular mineral fibre Anti-
microbial false ceiling tile confirming to ISO 5 (class 100 ) specifications		sqm1952.1
26.28Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer- In-Charge
26.28.175mm average thicknesssqm196
26.28.250mm average thicknesssqm129.7
26.28.325 mm average thicknesssqm66.3
26.29Cleaning 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.-
26.29.1Bars upto 12 mm diametermetre5.2
26.29.2Bars above 12 mm diametermetre10.4
26.3Drilling 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.
26.30.1Upto and including 12mm dia.each74.9
26.30.2Upto and including 20mm dia.each102.3
26.31Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.
26.31.1SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approved
polymer		sqm90.4
26.31.2Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved makesqm390.5
26.32Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
26.32.112 mm average thickness.sqm190.1
26.32.225 mm average thickness in 2 layers.sqm306
26.32.350 mm average thickness in 3 layers.sqm612
26.33Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super-Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
26.33.150mm thick in Grade M 25 with cement content not less
than 330 kg per cum		sqm359.3
26.33.275mm thick in Grade M 25 with cement content not less than 330 kg per cumsqm539
26.34Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member.
Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument
26.34.150mm thick in Grade M 25 with cement content not less
than 330 kg per cum		sqm359.3
26.34.275mm thick in Grade M 25 with cement content not less than 330 kg per cumsqm539
26.34.3100mm thick in Grade M 25 with cement content not less
than 330 kg per cum		sqm726.4
26.35Providing 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.)
26.35.1Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/ RCC workkg90
26.35.2Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work.kg93.9
26.35.3Epoxy injection grout in concrete/RCC work of approved makekg789.5
26.36Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer- in-charge.
26.36.1Wooven PVC clothsqm45.7
26.37Cleaning 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.sqm139.3
26.38Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in- Charge.
Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.
26.38.125mm thick in Grade M 25 with cement content not less
than 330 kg per cum		sqm444.8
26.38.250mm thick in Grade M 25 with cement content not less
than 330 kg per cum		sqm707.5
26.38.375mm thick in Grade M 25 with cement content not less than 330 kg per cumsqm1037
26.39Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Chargeeach166.3
26.4Providing 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-in-charge.sqm729.3
26.41Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminum Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO- V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member.
The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above.kg217.5
26.42Providing and fixing of external wall system on Light gauge steel frame work with outer face cement boards as per standard sizes fixed with self- drilling/ taping rews/ fasteners @ 60cm c/c of approved make.A groove of 2mm to3mm shall be maintained and grooves shall be sealed with silicon based sealant.The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster board fixed on cement board as per standard sizes fixed with self- drilling/ taping screws/ fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cos of frame work to be paid for separately)
26.42.1Outer face: Outer face having 6mm thick fiber cement board fixed on 9mm thick fiber cement board, Type A, as per IS:14862:2000 (high pressure steam cured) Inner Face :- 12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick fibre cement board confirming to S:14862:2000 of type B (High pressure steam cured)sqm3088.9
26.42.2Outer face: Outer face having 8 mm thick cement bonded particle Board fixed on 10 mm thick cement bonded particle board. (Termite, Fire and Moisture Resistance) as per IS 14276:1995. Inner face:-12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick cement bondedparticle board (Termite, fire and moisture resistance confirmin to IS: 14276:1995)sqm2367.7
26.43Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately
26.43.1Cement Fiber Board 8 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured)sqm1944.3
26.43.2Cement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance), as per IS:14276 : 1995sqm1694.1
26.44Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge.sqm284.8
26.45Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm.sqm1011.8
26.45.1Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured)sqm1011.8
26.45.2Cement Bonded particle board 8 mm thick (Termite, Fire & Moisture Resistance), as per IS:14276 : 1995sqm636.5
26.46Providing and fixing in position, 200 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree) . The EPS core shall consist of 100 mm thick EPS of density not less than 20 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 50 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge.sqm3666.4
26.47Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50- 70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand
: 3 graded stone aggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in- charge.		sqm3758.8
26.48Providing and fixing of customized Aluminium form work for monolithic construction on RCC members with repetitive usage made up of aluninium sheets/plates of minimum 4mm thickness and grade 6061 (Type-6). The formwork comprises of (a) wall panel, roccker, kickerand internal soffit corner, external soffit corner, external corner, internal corner etc., (b) beam components i.e, beam side panel prop head for soffit beam, beams soffit panel, beam soffit bulk head and (c) deck components i.e. deck panel, deck prop, prop length, deck mid, soffit length, deck beam bar. The panels are held in position by a simple pin and wedge system that passes thorugh holes in the out side rib of each panel. The tolerance of finished panel shall not be less than (-1 mm) and shall conform to IS 14987-1999. Pins and wedges to be made of high grade hot dipped galvansied mild steel. This form work also comprises of M.S. angle iron, "Z" shaped brackets braced diagonally at
0.90 to 1.00 mtr. centre to centre on extrenal wall face just the level below on which to lay M.S. square tube panels (Challis) and guard railing supports to form working platform and 40 mm dia G.I. telescopic adjustable props to support deck formwork and beam soffit panels		sqm234.3
including de-shuttering the formwork from odd/even level to be shifted/lifted to next alterante odd/even level before which the points and shuttering surface to be thoroughly cleaned, pins greasing and shuttering surface oiling propoerly before fixing all complete including sealing of gap between kicker plates of wall panel and floors (if any) as per design of formwork as provided by shuttering supplier and as per direction of the Engineer-in-charge including filling and finishing the holes of varied sizes and shapes (left by keys/pins of aluminium form work shuttering while de-shuttering) with GP-2 cementeous polymer compound mixed with water in ratio prescribed by manufacturer to form consistent workable dough for pushing it in the holes upto full depth of wall using appropriate tools and finishing smooth all complete as per directions of the Engineer-in-charge.
26.49Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core panels made of core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "C channel" which will be paid seperately).
26.49.1Non load bearing panels 50mm thick of required sizesqm1109.4
26.49.2Non load bearing panels 60mm thick of required sizesqm1263.6
26.49.3Non load bearing panels 75mm thick of required sizesqm1586
26.49.4Non load bearing panels 90mm thick of required sizesqm1857.9
26.49.5Non load bearing panels 100mm thick of required sizesqm2201.2
26.5Providing and fixing in position factory made non asbestos fibre reinforced aerated cement sandwich wall/roof/floor light weight solid core panels made of light weight cement concrete core composed of OPC cement, pulverized flyash, quick lime, cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000. These solid wall panels are installed using Galvanized iron steel tracks/C channel of 1mm thick of required sizes as recommended by manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel screw/ fasteners. The panel shall be fixed vertically with tongue & groove joint with cement based polymer modified jointing compound. The exposed surface finished with fibre mesh/glass fibre tape with polymer based jointing compound having superior flexibility. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "tracks/C channel" which will be paid separately).
26.50.1Non load bearing panels 50mm thick of required size (minimum 4mm thick fibre cement board)sqm1190.7
26.50.2Non load bearing panels 75mm thick of required size
(minimum 5mm thick fibre cement board)		sqm1408.4
26.51Supplying of standard quality GFRG panel of 124 mm thickness with modular cavities purchased from GFRG panel manufacturing plant in the country, cut to required wall sizes and floor/ roof slab sizes in correct length and height, including cutting of door, window and ventilator opening as per the cutting drawing prepared by architects /design engineers for the construction of GFRG building and loaded in stillages for transportation to the construction site. Cost of panel includes security deposits, hire charges of stillages & jaws, cost of transportation in trucks/ lorries without any damages upto 300kms including all leads and lifts from GFRG manufacturing plant to construction site and unloading at site using suitable fork lift/ crane. (Payment shall be made on the basis ofarea of one side of panel without reduction of opening of door/ window / ventilator). For transportation above 300kms, additional charges to be paid.sqm1309.1
26.52sqm159.1
26.53Filling of empty cavities (as shown in the structural design drawing) with quarry dust mixed with 5% cement (by volume). After initial infill of 50 mm thick with M25 concrete at base/bottom of cavities to seal off, infill wall panel cavities in 3 stages as detailed below,
(i) 1st pour / infill to be limited to 0.3 to 0.50 m height from bottom of the panel.
(ii) 2nd Pour/ infill: infilling shall be done only after 90 minutes interval between successive pours. The maximum height of infill shall be restricted to 1.5m height or up to the top level of door / window.
(iii) 3rd pour/infill: After an interval of 90 minutes of second pour, infill or pour the balance height up to the bottom of embedded RCC tie beam. Pour enough water just required to dampen the dry mix enough to form cake form after each stage. (cost of laying M25 concrete shall be paid separately)
(If any rain falls in between any stages of concrete pour, make sure to cover the panel top to prevent ingress of water or water falling into the cavities. In case of water collection over the concrete inside the panel, drill 10mm hole in GFRG panel immediately above concrete filled level to drain out water before pour/in-fill of balance concreting)		cum869.7
26.54Laying of GFRG panel as roof / floor slab panel and staircase panel using suitable crane as per instructions of Engineer-in- Charge, including providing support system with 25mm x 300mm-400 mm wide plywood, as runner with proper prop below proposed micro beams including
a) Cutting of top flange of panel to 180 mm wide (leaving 25mm projection on either side) to provide RCC embedded micro beam as per cutting drawings and structural drawings.
b) Reinforcement for micro beams and tie beams to be provided in position with proper anchorage as per structural drawings.
c) Provision for Electrical cabling, fan hooks and laying of pipes for plumbing work.
d) Concreting of Tie beam, micro beam and top of GFRG panels (50 mm thick) with M-25 cement concrete mix using coarse aggregate of size less than 20 mm including laying of 10
gauge 100xl00 size weld mesh with 25 mm effective cover from the panel top.		sqm169.5
26.55Supplying and fixing 10 Gauge weld mesh of size 100mm x100 mm for floor/roof slab concrete screed over the micro beams as reinforcement. The weld mesh shall be fixed as per drawing.sqm223.3
26.56Application of 2MB 60/equivalent solution (100 Kg 2MB 60/equivalent, 1 litre 2MB Nano Thinner,20 litre water &1 Litre Zycoprime/equivalent = 122 litre/kg) over already applied coat of Zycosil/equivalent & Zycoprime/equivalent solution on the top of all the RCC plinth beams by brush/spray coat before erection of GFRG over RCC plinth beams in GF. In the case of upper floors
150 mm wide on floor slab for all the external walls, bath/toilet/wet areas (3 hrs drying time)before erection of wall panel on upper floors including erection of parapet wall.		sqm219.5
26.57After erection of GFRG wall panels, seal all GFRG wall joints with paper tape temporarily. Water proofing treatment of vertical joints with Zycosil/equivalent water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) with 50 ml syringe till the gap and in filled concrete is completely saturated. After removing the paper seal, seal off the vertical joints with water proofing material "Grout RW/equivalent" (Sealing cost excluded.)metre64.4
26.58Filling of joints between RCC plinth beam / floor slab and wall panel of external walls, toilet / bath room / wet areas walls on all floor and parapet wall over roof slab, stair case head room at the time of erection of GFRG panels with Grout RW/equivalent sealant compound after the erection of panel before the infill of concrete in panel cavities and fine finish. This applies for all horizontal and vertical joints between GFRG wall and slab panels.metre26
26.59Water proofing treatment of Vertical joints (of external side and internal side) between door frame, window & ventilator frames (on all four sides) of outer wall over the Zycosiljequivalent solution already applied (before the installation of door j window j ventilator frames in position) and fine finish with Grout RW/equivalent.metre26.8
26.6Water proofing treatment of RCC sunshade with Zycosil/equivalent water proofing Solution (1 litre of Zycosil/equivalent & 20 litresof water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) till it meets the saturation level and testing as per RILEM or by water drops test in which water drops do not absorb but drops remain or rolls.sqm108.8
26.61In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external side) in all floors by pushing in Grout RW/equivalent in paste form and coving 20 mm x 20 mm after applying a coat of Zycosil/equivalent & Zycoprime/equivalent solution before cement plastering of top, bottom and sides of RCC sunshade.metre26.8
26.62Designing, Providing, installing and fixing factory finished customed design pregalvanized high tensile steel joists manufactured from G350 Z275 confirming to IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress35 MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support the load of slab etc as per the design & directions of Engineer-in-Charge.kg131
26.63Providing and fixing special adjustable lockbars of mild steel E-250 to support the temporary plywood for work between joists during construction as per design & directions of the Engineer-in-charge.kg11.9
26.64Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars.
26.64.1Suspended floors, roofs, landings, balconies and access platform.sqm85.3
26.65Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS I277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100xl00 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).sqm1572.6
26.66Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia zinc coated G.!. wire mesh with 50 mm pitch in both the directions and on both faces of the wall and connected by GI wire of 3mm dia at alternate row by welding. The EPS core shall consist of 60 mm thick EPS of density not less than 16 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 3S mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100KN/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge.sqm2214.6
26.67Providing and fixing of external thermal insulation and composite system with First layer of self-extinguishing type Expanded Polystyrene (EPS) insulation boards of 120 mm thick ( max 1mX0.5m section), confirming to IS 4671:1984,having thermal conductivity of 0.034 W/mK, (measured as per IS 3346-1980),density of 20-24 kg/m³ measured as per IS 5688-1982, Fire retardant property self-extinguishing type as per EN 13501-1, bonded with special polymer modified cementitious adhesive confirming to EOTA ETAG 004 (European Technical Approval) formulated to bond polystyrene insulation boards to typical mineral substrate (according to ETAG 004) and Polypropylene mechanical fasteners with plastic pin confirming to EOTA ETAG 014 (European Technical Approval)having dia 10mm & L=200mm on finished level wall and the junction between two adjacent EPS boards to be sealed with low expansion moisture cure Polyurethane Foam. Second layer consists of Fiberglass mesh covered with alkali-resistant coating, mass per unit area > 145 gm/m², mesh size: 3.9x4.0 mm
±10% embedded in special polymer modified cementitious Base Coat with hydrophobes and the corners will be protected with Corner-beads with alkaliresistant mesh wings at least 10 cm wide, mesh mass per unit area min 145 gm/m². The surface will be levelled, finished, made smooth complete in all respect as per manufactures specification and as per directions of Engineer-in-Charge.		sqm3102
26.68Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in:
26.68.1Cement mortar 1:6 (1 cement : 6 coarse sand)cum4882.9
26.69Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above linth level up to floor V level
26.69.1Cement mortar 1:6 (1 cement : 6 coarse sand)cum5922.8
26.7Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in:
26.70.1Cement mortar 1:4 (1 cement : 4 coarse sand)sqm564.3
26.71Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level:
26.71.1Cement mortar 1:4 (1 cement : 4 coarse sand)sqm654
26.72Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.sqm527.1
26.73Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately).
Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately)
26.73.126.73.1
26.73.1.1100 mm thick hollow core slabmetre1023
26.73.1.2120 mm thick hollow core slabmetre1135.5
26.73.1.3150 mm thick hollow core slabmetre1337.3
26.73.1.4200 mm thick hollow core slabmetre1587.2
26.73.1.5250 mm thick hollow core slabmetre1902
26.73.1.6300 mm thick hollow core slabmetre2216.8
26.73.1.7350 mm thick hollow core slabmetre2531.6
26.73.1.8400 mm thick hollow core slabmetre2531.6
26.73.2Extra for using M-50 (Cement content 425 kg) instead of M
40		- metre
26.73.2.1100mm thick hollow core slabmetre15.5
26.73.2.2120mm thick hollow core slabmetre18.5
26.73.2.3150mm thick hollow core slabmetre23.2
26.73.2.4200mm thick hollow core slabmetre28.8
26.73.2.5250mm thick hollow core slabmetre36.1
26.73.2.6300mm thick hollow core slabmetre43.3
26.73.2.7350mm thick hollow core slabmetre50.5
26.73.2.8400mm thick hollow core slabmetre51.1
26.73.3Extra for using M-60 (Cement content 440 kg) instead of M 40-
26.73.3.1100mm thick hollow core slabmetre24.7
26.73.3.2120mm thick hollow core slabmetre29.7
26.73.3.3150mm thick hollow core slabmetre37.1
26.73.3.4200mm thick hollow core slabmetre46.1
26.73.3.5250mm thick hollow core slabmetre57.7
26.73.3.6300mm thick hollow core slabmetre69.3
26.73.3.7350mm thick hollow core slabmetre80.8
26.73.3.8400mm thick hollow core slabmetre92.3
26.74Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer- in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).
Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately).
26.74.1Concrete grade M-35 (Cement content 370 kgs)cum15245.7
26.74.2Extra for using M-40 (Cement content 400 kg) instead of M
35		- cum206.1
26.74.3Extra for using M-50 (Cement content 425 kg) instead of M
35		- cum377.8
26.74.4Extra for using M-60 (Cement content 440 kg) instead of
M-35		cum480.8
26.75Providing & 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.kg142.5
26.76Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes.
26.76.1Lead within 15kmMT442.6
26.76.2Add/Deduct over item 26.76.1 for every additional lead of
5 km		MT103
26.77Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor
26.77.1Prestressed hollow core Slab up to 200 mm thicknesssqm139.1
26.77.2Prestressed hollow core slab above 200 mm up to 400
mm thickness		sqm249.9
26.77.3Solid concrete wall elementscum1770.8
26.78Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-in-charge.
26.78.1Sealant 25mmx10mm at jointsmetre152.5
26.79Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of PVC / Rubber to adjust level of bearing surface of supporting members as per the direction of Engineer in charge.
26.79.12mm thickeach19.4
26.79.25mm thickeach26.1
26.79.310mm thickeach39.5
26.8Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means ( Free flowing /pump),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.)
26.80.1Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes
/ Shear keys / Joints of precast members.		kg70.9
26.81Providing 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)sqm23.6
26.82Providing and laying rigid EPS (cellular plastic material) blocks conforming to ASTM standards/specifications of minimum density
21.60 Kg/cum on floors, steps, stage etc.of required size and shape as per direction of the Engineer-in-Charge. This shall include the following operation.The EPS blocks shall be cut to required shape and sizes including cuttings for passing of services, joined together with synthetic resin adhesives as per relevant specifications and packed/placed in position for stepped floor or platform formation. The top and sides surfaces to be provided with GI woven wire mesh of aperture 5.45 mm (with wire dia 0.90 mm) secured to EPS blocks with wire pins/clips. Horizontal top surface to be provided with 20 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate upto 6mm chippings) and vertical surface to be provided with 12mm cement plaster 1:4 (1 cement : 4 coarse sand). The concrete/plastered surfaces so prepared shall be scratched with wire brushes to form burrs, so as to act as base for flooring or veneering/panelling to be done later as per approved design (which shall be paid for separately complete as per direction of the Engineer-in-Charge.		sqm1918.1
26.83sqm527
26.84Supplying and laying of Uni-Axial Woven Polyster Geogrid conforming to MORTH 3100 and !RC 113, as soil reinforcement/ basal reinforcement including accessories like tie-strips, nuts & bolts and loo ps/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective elements for synthetic geo-grids and all other activities required for reinforced soil walls, slopes etc complete as per design requirements, manufacturer specifications and as per direction of engineer-in- charge,
26.84.1Uni Axial Woven polyster geogrid of minimum tensile strength 40KN/m in the Longitudinal direction and 20 KN/m in the Transverse directionsqm208.9
26.84.2Uni Axial Woven polyster geogrid of minimum tensile strength 60KN/m in the Longitudinal direction and 20
KN/m in the Transverse direction.		sqm239.8
26.84.3Uni Axial Woven polyster geogrid of minimum tensile strength 80 KN/min the Longitudinal direction and 30 KN/ min the Transverse direction .sqm301.6
26.84.4Uni Axial Woven polyster geogrid of minimum tensile strength 1 00KN/m in the Longitudinal direction and 30
KN/m in the Transverse direction		sqm346.6
26.84.5Uni Axial Woven polyster geogrid of minimum tensile strength 120KN/m in the Longitudinal direction and 30 KN/m in the Transverse directionsqm370.5
26.84.6Uni Axial Woven polyster geogrid of minimum tensile strength 150KN/m in the Longitudina direction and 30 KN/m in the Transverse direction.sqm461.8
26.84.7Uni Axial Woven polyster geogrid of minimum tensile strength 200KN/m mn the
Longitudinal direction and 30 KN/m in the Transverse
direction		sqm540.5
26.84.8Uni Axial Woven polyster geogrid of minimum tensile strength 250KN/m in the Longitudinal direction and 30 KN/m in the Transverse direction.sqm657.1
26.84.9Uni Axial Woven polyster geogrid of minimum tensile strength 300KN/m in the Longitudinal direction and 30 KN/min the Transverse direction.sqm756.8
26.85Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to MOR TH 3100 and IRCl 13, as soil reinforcement/basal reinforcement of granular road base and sub base, area stalilization, track bed stabilization, load transfer platforms Including accessories like tie-strips, nuts & bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective elements for synthetic geo-grids and all other activities required etc. complete as per design requirements, manufacturer specifications and as per direction of engineer-in- charge.
26.85.1Bi Axial Woven polyster geogrid of minimum tensile strength 20KN/m in both Longitudinal and Transverse direction.sqm173.8
26.85.2Bi Axial Woven polyster geogrid of minimum tensile strength 40KN/m in both Longitudinal and Transverse directionsqm256.7
26.85.3Bi Axial Woven polyster geogrid of minimum tensile strength 60KN/m in both Longitudinal and Transverse directionsqm326.9
26.86Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame 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/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately).
Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
26.86.1Frame size 45 x 70 mmmetre567.5
26.86.2Frame size 45 x 85 mmmetre768.1
26.86.3Frame size 50 x 100 mmmetre788.2
26.86.4Frame size 50 x 125 mmmetre908.6
26.86.5Frame size 65 x 100 mmmetre935.4
26.86.6Frame size 65 x 125 mmmetre1182.9
26.86.7Frame size 65 x 150 mmmetre1417
26.87Providing 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 {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm 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 butt 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 butt hinges and necessary S.S screws shall be paid separately)
26.87.130 mm thicksqm3866.5
26.87.235 mm thicksqm4468.6
26.88Providing 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 (Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm', modulus of elasticity 850 N/mm' and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick 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 5.5 screws, all as per direction of Engineer-In- Charge. {Note: stainless steel butt hinges and necessary 5.5 screws shall be paid separately)
26.88.130 mm thicksqm4201
26.88.235 mm thicksqm4803.1
26.89Providing 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 hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes 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 (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm 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 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)
26.89.118 mm thicksqm2625.1
26.89.225 mm thicksqm3441.2
26.9Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain white color board for backing of cup boards and bathroom/kitchen cabinets etc. 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 (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm 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)
26.90.16 mm thicksqm892.9
26.90.212 mm thicksqm1454.9
26.91sqm3081.6
26.92
26.92.1With 16mm thickness (+/- 10%) terracotta tiles of grey coloursqm5531.6
26.92.2With 16mm thickness (+/- 10%) terracotta tiles of other
than grey colour		sqm5304.7
26.93at
26.93.1With 24mm thickness (+/- 10%) terracotta tiles of grey coloursqm5352.4
26.93.2With 24mm thickness (+/- 10%) terracotta tiles of other
than grey colors		sqm5144.4
27.0 Wet Riser & Sprinkler System for Fire safety
1(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.
(b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts,
3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325.
(c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.
(d) Suitable cement vibration pads.
1.12850 lpm at 88 m HeadSet451330
1.22850 lpm at 70 m HeadSet403164
1.32850 lpm at 56 m HeadSet401826
1.42280 lpm at 88 m HeadSet401826
1.52280 lpm at 70 m HeadSet367039
1.62280 lpm at 56 m HeadSet329577
1.71620 lpm at 88 m HeadSet367039
1.81620 lpm at 70 m HeadSet329577
1.91620 lpm at 56 m HeadSet281411
Note: *The head of the pump is selected in a manner so as to give a minimum 3.5kgf/cm 2 pressure at the highest/farthest point.
2a) Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required
: (Diesel Drive Pump)Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.
b) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required.
c) M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required.Suitable cement concrete foundation duly plastered and with anti vibration pads.
2.12850 lpm at 88 m HeadSet686057
2.22850 lpm at 70 m HeadSet617421
2.32850 lpm at 56 m HeadSet613809
2.42280 lpm at 88 m HeadSet636554
2.52280 lpm at 70 m HeadSet612471
2.62280 lpm at 56 m HeadSet609795
2.71620 lpm at 88 m HeadSet629998
2.81620 lpm at 70 m HeadSet592402
2.91620 lpm at 56 m HeadSet512125
Note: * The head of the pump is selected in a manner so as to give a minimum 3.5kgf/cm 2 pressure at the highest/ farthest point.
3a) Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump)
b) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520.
c) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325.
d) M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.
e) Suitable cement concrete foundation duly plastered and with anti vibration pads.
3.1180 lpm at 88 m HeadSet125552
3.2180 lpm at 70 m HeadSet101470
3.3180 lpm at 56 m HeadSet80063
3.4300 lpm at 88 m HeadSet165691
3.5300 lpm at 70 m HeadSet125820
3.6300 lpm at 56 m HeadSet113511
4Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)
(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520
(b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325.
(c) M.S.fabricated common base plate, coupling, coupling guard,
foundation bolts etc.as required.
(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.
4.1900 lpm at 35 m HeadSet100010
4.2450 lpm at 35 m HeadSet84198
CONTROL PANELS
5Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :
5.1INCOMING
250A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0- 500V with selector switch Digital Ammeter (0-250 A) with selector swtich & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 300A
OUTGOING
( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)
Main Fire Pump
125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.
Jockey Pump
63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.		Set248187
DIESEL ENGINE CONTROL
Control for diesel engine comprising -Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons,start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engine System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification
5.2Incomings
400A, 50kA 4 Pole MCCB, Ics=100% Icu rating
Digital Voltmeter 0-500V with selector switch Ammeter (0-400 A) with selector swtich & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 500A
Outgoings
( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)
Main Fire Pump
200 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 75 hp pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation,selector switch for local/remote, auto/manual/OFF operation.
Jockey Pump
100 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic operation, selector switch for
local/remote, auto/manual/OFF operation.		Set290734
Diesel Engine Control
Control for diesel engine comprising -Automatic/Manual selctor switch & 3 attempt starting device, timers and relays as required, push buttons,start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indicationBattery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter
All standard relays and accessories for automatic operation of diesel engine System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specifications.
5.3Incomings
630A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0- 500V with selector switch Ammeter (0-630 A) with selector swtich & CTs etc.LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 800Amps
Outgoings
( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)
Main Fire Pump
250 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 100 hp pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation,selector switch for local/remote, auto/manual/OFF operation.
Jockey Pump
125 A, 50kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.		Set326189
Diesel Engine Control
Control for diesel engine comprising -Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons,start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engine System Controller
Designing, Supply, Installation, Testing and ommissioning of system
controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification
5.4Incomings
400A, 50kA 4 Pole MCCB, Ics=100% Icu Rating Digital Voltmeter 0- 500V with selector switch Ammeter (0-400 A) with selector swtich & CTs etc.LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 500Amps
Outgoings
( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)
Main Fire Pumps
125 Amp, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 hp pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation,selector switch for local/remote, auto/manual/OFF operation. 2 sets		-
Jockey Pump
63 Amp, 50kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic operation, selector switch for
local/remote, auto/manual/OFF operation. - 2 sets		Set375827
Diesel Engine Control
Control for diesel engine comprising -Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttonsstart/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter
All standard relays and accessories for automatic operation of diesel engine System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification
5.5Incomings
630A, 50kA 4 Pole MCCB, Ics=100% Icu Rating Digital Voltmeter 0- 500V with selector switch Ammeter (0-630 A) with selector swtich & CTs etc.
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps
Set of Copper Bus Bar 500A
Outgoings
(Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)
Main Fire Pump
200 Amp, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 75 hp pump with
overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2 sets
Jockey Pump
100 Amp, 50kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor
complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF
operation. - 2 sets		Set453828
Diesel Engine Control
Control for diesel engine comprising -Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons,start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication
Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter
All standard relays and accessories for automatic operation of diesel engine
System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification
5.6Incomings
LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 500A
Outgoings
( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)
Main Fire Pump
250 Amp, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 100 hp pump
with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation,selector switch for local/remote, auto/manual/OFFoperation- 2 sets
Jockey Pump
125 Amp, 50kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2 sets		Set581468
DIESEL ENGINE CONTROL
Control for diesel engine comprising - Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub.Oil pressure,High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A
DC Ammeter All standard relays and accessories for automatic operation of diesel engine
System Controller
Designing, Supply Installation,Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification
PIPES & ACCESSORIES
6Providing laying, testing & commissioning of 'C' class
heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts,gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required.
6.1200 mm. dia (wall thickness = 6.3 mm)m3115
6.2150 mm. Diam2314
7Providing, laying, testing & commissioning of 'C' class
heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
7.125 mm diam359
7.232 mm diam417
7.340 mm diam509
7.450 mm diam646
7.565 mm diam832
7.680 mm diam951
7.7100 mm diam1316
7.8150 mm diam1856
7.9200 mm dia (wall thickness 6.3 mm)m2692
7.1250 mm dia (wall thickness 6.3 mm)m3293
7.11300 mm dia (wall thickness 7.1 mm)m3862
8Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two
or more coats of synthetic enamel paint of required shade complete as required :
8.125 mm diam445
8.232 mm diam516
8.340 mm diam622
8.450 mm diam719
8.565 mm diam905
8.680 mm diam1082
8.7100 mm diam1445
8.8150 mm diam20626
9Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :
9.1Single headed GunmetalSet7245
9.2Single headed Stainless steelSet5722
10Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/ Stainless Steel cap and chain as required :
10.1Single headed GunmetalSet7245
10.2Single headed Stainless steelSet5722
11Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :
11.140 mm diaSet3368
11.250 mm diaSet3385
11.365 mm diaSet3864
11.480 mm diaSet4588
11.5100 mm diaSet6056
11.6150 mm diaSet8241
11.7200 mm diaSet14593
11.8250 mm diaSet19816
11.9300 mm diaSet24089
12Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :
12.140 mm diaSet5498
12.250 mm diaSet6923
12.365 mm diaSet8848
12.480 mm diaSet10341
12.5100 mm diaSet14109
12.6150 mm diaSet22316
12.7200 mm diaSet39095
12.8250 mm diaSet46352
12.9300 mm diaSet65747
13Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.Each1236
14Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :
14.140 mm diaSet5390
14.250 mm diaSet5390
14.365 mm diaSet6024
14.480 mm diaSet7287
14.5100 mm diaSet10478
14.6125 mm diaSet15398
14.7150 mm diaSet17300
14.8200 mm diaSet28916
14.9250 mm diaSet45083
14.1300 mm diaSet60397
15Providing, installation, testing and commissioning of stainless steel Y- strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.
15.180 mm diaEach4325
15.2100 mm diaEach6048
15.3150 mm diaEach10286
15.4200 mm diaEach21810
15.5250 mm diaEach27043
15.6300 mm diaEach36296
16Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :
16.1GunmetalSet5206
16.2Stainless steel (Grade 304)Set4445
17Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.
20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585
20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall.
"Connections from riser with 25 mm dia stop gun metalvalve & M.S.
Pipe and socket."
17.130 mSet7920
17.240 mSet9616
18Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :
18.1GunmetalNos.2393
18.2Stainless steel (Grade 304)Nos.1631
19Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required :
19.12 way-100 mm dia M.S. PipeSet6331
19.24 way - 150 mm dia M.S. PipeSet13636
19.33 way - 150 mm dia M.S. PipeSet9071
20Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required.Set17707
21Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories
:
21.1Pendent SprinklerEach408
21.2Upright SprinklerEach408
21.3Horizontal side wall sprinklerEach505
21.4Concealed sprinklerEach1330
22Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required.Each1442
23Providing & fixing flow switch in following sizes M.S.
pipe including connection etc as required.
23.1100mm diaEach7111
23.2150mm diaEach8634
24Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases,strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves,MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required :
24.180mm diaSet42168
24.2100mm diaSet44496
24.3150mm diaSet47728
25Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets,center bracket, stockbar of following sizes complete as required.
25.1700mmSet1274
25.21000mmSet1475
25.31200mmSet1568
25.41500mmSet1732
26Supplying, installation, testing & commissioning of deluge valve (to be used for water curtains) UL listed with wet pilot basic trim assembly for DVA with test and alarm, drip and drain valve with water motor gong complete as required.
26.150 mm diaSet82226
26.280 mm diaSet82831
26.3100 mm diaSet92873
26.4150 mm diaSet115150
27Providing, installation, testing & commissioning of water curtain nozzle 15mm dia nickel chrome plated brass,BSPT, K-factor as per design
consideration complete as required.		Each589
28Providing, installation, testing & commissioning of electric release trim assembly for deluge wall with two way solelnoid valve, weather proof
operation on 24 volts DC supply complete as required.		Set7324
29Providing, installation, testing & commissioning of adjustable rosette plate for 15mm dia in white finish UL Listed or FM approved complete as required.Each167
Note:(a) For Cabling, earthing and cable trays please refer to DSR (E&M)
(b) For digging of hard & soft soil please refer to DSR (Civil)