ScheduleCPWD DSR-2013 IN MS EXCEL (READY TO USE, WITH FORMAULAS)I.No.Description of ItemQuantityRate (Rs)UnitAmount(Rs)DSR-13 Code Sub-Head : Earth Work1Earth 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 up to 1.5 m, disposed soil to be levelled and neatly dressed : a)All kinds of soil 100.00Sqm 4553.55100 Square Metre 4554.002.1.12Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 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 up to 50 m and lift up to 1.5 m : a)All kinds of soil 1.00Cum 346.00One Cubic Metre 346.002.2.13Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with 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 up to 50 m and lift up to 1.5 m. a)All kinds of soil 1.00Cum 218.35One Cubic Metre 218.002.3.14Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. 1.00Cum -2.85One Cubic Metre -3.002.45Deduct for not watering the excavated earth for banking 1.00Cum -15.25One Cubic Metre -15.002.56Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. a)All kinds of soil 1.00Cum 146.50One Cubic Metre 147.002.6.17Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. a)Ordinary rock 1.00Cum 227.80One Cubic Metre 228.002.7.1 b)Hard rock (requiring blasting) 1.00Cum 393.60One Cubic Metre 394.002.7.2 c)Hard rock (blasting prohibited) 1.00Cum 571.90One Cubic Metre 572.002.7.38Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a)All kinds of soil. 1.00Cum 148.25One Cubic Metre 148.002.8.19Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. a)Ordinary rock 1.00Cum 244.90One Cubic Metre 245.002.9.1 b)Hard rock (requiring blasting) 1.00Cum 427.75One Cubic Metre 428.002.9.2 c)Hard rock (blasting prohibited) 1.00Cum 574.15One Cubic Metre 574.002.9.310Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, inlayers 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 : a)All kinds of soil (i)Pipes, cables etc, not exceeding 80 mm dia. 1.00m 118.00One Running Metre 118.002.10.1.1 (ii)Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1.00m 192.75One Metre 193.002.10.1.2 (iii)Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 1.00m 300.90One Running Metre 301.002.10.1.311Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). 1.00m 1.35One Running Metre 1.002.1112Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 1.00m 3.48One Running Metre 3.002.1213Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 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 layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : a)Ordinary rock : (i)Pipes, cables etc. not exceeding 80 mm dia. 1.00m 167.50One Running Metre 168.002.13.1.1 (ii)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 1.00m 414.75One Running Metre 415.002.13.1.2 (iii)Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia 1.00m 477.30One Running Metre 477.002.13.1.3 b)Hard rock (requiring blasting) (i)Pipes, cables etc. not exceeding 80 mm dia. 1.00m 254.85One Running Metre 255.002.13.2.1 (ii)Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 1.00m 631.10One Running Metre 631.002.13.2.2 (iii)Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia 1.00m 726.15One Running Metre 726.002.13.2.3 c)Hard rock (blasting prohibited) (i)Pipes, cables etc. not exceeding 80 mm dia. 1.00m 324.05One Running Metre 324.002.13.3.1 (ii)Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 1.00m 802.35One Running Metre 802.002.13.3.2 (iii)Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia. 1.00m 923.30One Running Metre 923.002.13.3.314Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 1.00m 1.05One Running Metre 1.002.1415Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 1.00m 2.64One Running Metre 3.002.1516Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). a)Depth not exceeding 1.5 m. 1.00Sqm 107.45One Square Metre 107.002.16.1 b)Depth exceeding 1.5 m but not exceeding 3 m. 1.00Sqm 112.75One Square Metre 113.002.16.2 c)Depth exceeding 3 m but not exceeding 4.5 m. 1.00Sqm 124.75One Square Metre 125.002.16.317Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete.(Measurements to be taken of the face area timbered). a)Depth not exceeding 1.5 m. 1.00Sqm 111.40One Square Metre 111.002.17.1 b)Depth exceeding 1.5 m but not exceeding 3 m. 1.00Sqm 122.80One Square Metre 123.002.17.2 c)Depth exceeding 3 m but not exceeding 4.5 m. 1.00Sqm 134.85One Square Metre 135.002.17.318Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : a)Depth not exceeding 1.5 m. 1.00Sqm 95.40One Square Metre 95.002.18.1 b)Depth exceeding 1.5 m but not exceeding 3 m. 1.00Sqm 101.70One Square Metre 102.002.18.2 c)Depth exceeding 3 m but not exceeding 4.5 m. 1.00Sqm 108.45One Square Metre 108.002.18.319Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured). 1.00Sqm 1384.85One Square Metre 1385.002.1920Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): a)Depth not exceeding 1.5 m. 1.00Sqm 55.50One Square Metre 56.002.20.1 b)Depth exceeding 1.5 m but not exceeding 3 m. 1.00Sqm 58.85One Square Metre 59.002.20.2 c)Depth exceeding 3 m but not exceeding 4.5 m. 1.00Sqm 64.35One Square Metre 64.002.20.321Open 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): a)Depth not exceeding 1.5 m. 1.00Sqm 48.00One Square Metre 48.002.21.1 b)Depth exceeding 1.5 m but not exceeding 3 m. 1.00Sqm 53.30One Square Metre 53.002.21.2 c)Depth exceeding 3 m but not exceeding 4.5 m. 1.00Sqm 60.30One Square Metre 60.002.21.322Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered): a)Depth not exceeding 1.5 m. 1.00Sqm 32.90One Square Metre 33.002.22.1 b)Depth exceeding 1.5 m but not exceeding 3 m. 1.00Sqm 36.60One Square Metre 37.002.22.2 c)Depth exceeding 3 m but not exceeding 4.5 m. 1.00Sqm 42.50One Square Metre 43.002.22.323Extra 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). 1.00Sqm 713.55One Square Metre 714.002.2324Extra rates for quantities of works, executed: a)In or under water and/or liquid mud, including pumping out water as required. 1.00m 0.20One Running Metre 0.002.24.1 b)In or under foul position, including pumping out water as required. 1.00m 0.25One Running Metre 0.002.24.225Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 1.00Cum 101.50One Cubic Metre 102.002.2526Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. a)All kinds of soil. 1.00Cum 41.75One Cubic Metre 42.002.26.1 b)Ordinary or hard rock. 1.00Cum 74.90One Cubic Metre 75.002.26.227Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. 1.00Cum 843.65One Cubic Metre 844.002.2728Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. 1.00Cum 843.65One Cubic Metre 844.002.27 (MOD)(Mod)29Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. a)All kinds of soil. 100.00Sqm 1124.60100 Square Metre 1125.002.28.130Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. a)All kinds of soil. 100.00Sqm 1139.15100 Square Metre 1139.002.29.131Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto1.5 m. a)All kinds of soil. 1.00No. 47.15Each 47.002.30.1 b)Ordinary rock 1.00No. 76.15Each 76.002.30.2 c)Hard rock (requiring blasting) 1.00No. 131.00Each 131.002.30.3 d)Hard rock (blasting prohibited) 1.00No. 174.90Each 175.002.30.432Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. 100.00Sqm 579.55100 Square Metre 580.002.3133Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 100.00Sqm 296.80100 Square Metre 297.002.3234Felling 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. a)Beyond 30 cm girth up to and including 60 cm girth 1.00No. 177.85Each 178.002.33.1 b)Beyond 60 cm girth up to and including 120 cm girth 1.00No. 786.95Each 787.002.33.2 c)Beyond 120 cm girth up to and including 240 cm girth 1.00No. 3638.05Each 3638.002.33.3 d)Above 240 cm girth 1.00No. 7297.40Each 7297.002.33.435Supplying chemical emulsion in sealed containers including delivery as specified. a)Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 1.00Ltr 185.95One Litre 186.002.34.136Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : a)Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall &rodding etc. complete: (i)With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 1.00m 14.05One Running Metre 14.002.35.1.1 b)Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. (i)With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 1.00m 20.90One Running Metre 21.002.35.2.1 c)Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : (i)With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 1.00Sqm 107.85One Square Metre 108.002.35.3.1 d)Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : (i)With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 1.00m 16.00One Running Metre 16.002.35.4.1 e)Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5litres per hole by drilling 6 mm dia holes at downward angle of 45degree at 150 mm centre to centre and sealing the same. 1.00m 187.65One Running Metre 188.002.35.537Deduct for disposed soil not levelled and neatly dressed. 1.00Cum -30.65One Cubic Metre -31.002.3638Supply and stacking of Fly ash conforming to IRC- 58 at site including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). 1.00Cum 132.85One Cubic Metre 133.002.3739Filling 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. 1.00Cum 101.50One Cubic Metre 102.002.38Total of the Sub-Head - Earth Work : 34862.00 Sub-Head : Concrete Work40Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a)1:1:2 (1 Cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) 1.00Cum 6631.20One Cubic Metre 6631.004.1.1 b)1:1:3 (1 Cement: 1 coarse sand: 3 graded stone aggregate 20 mm nominal size). 1.00Cum 5317.75One Cubic Metre 5318.004.1.2 c)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.00Cum 4921.70One Cubic Metre 4922.004.1.3 d)1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). 1.00Cum 4763.45One Cubic Metre 4763.004.1.4 e)1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1.00Cum 4408.55One Cubic Metre 4409.004.1.5 f)1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). 1.00Cum 4230.50One Cubic Metre 4231.004.1.6 g)1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size). 1.00Cum 3973.90One Cubic Metre 3974.004.1.7 h)1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 1.00Cum 3920.65One Cubic Metre 3921.004.1.8 i)1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) 1.00Cum 3664.10One Cubic Metre 3664.004.1.9 j)1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 1.00Cum 3672.80One Cubic Metre 3673.004.1.10 k)1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 1.00Cum 3407.25One Cubic Metre 3407.004.1.11 l)1:2:3:9 (1 ordinary portland cement : 2 Fly ash : 3 coarse sand : 9 graded stone aggregate 40 mm nominal size). 1.00Cum 3807.65One Cubic Metre 3808.004.1.12 m)1:2:4:11 (1 ordinary portland cement : 2 fly ash : 4 coarse sand : 11 graded stone aggregate 40 mm nominal size) 1.00Cum 3517.05One Cubic Metre 3517.004.1.1341Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain windowsills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : a)1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) 1.00Cum 7531.60One Cubic Metre 7532.004.2.1 b)1:1:3 (1 cement:1 coarse sand:3 graded stone aggregate 20 mm nominal size). 1.00Cum 6218.20One Cubic Metre 6218.004.2.2 c)1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.00Cum 5822.15One Cubic Metre 5822.004.2.3 d)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). 1.00Cum 5663.85One Cubic Metre 5664.004.2.4 e)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1.00Cum 5309.00One Cubic Metre 5309.004.2.5 f)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). 1.00Cum 5130.90One Cubic Metre 5131.004.2.6 g)1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size). 1.00Cum 4874.35One Cubic Metre 4874.004.2.7 h)1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 1.00Cum 4567.90One Cubic Metre 4568.004.2.842Centering and shuttering including strutting, propping etc. and removal of form work for : a)Foundations, footings, bases for columns. 1.00Sqm 186.40One Square Metre 186.004.3.1 b)Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. 1.00Sqm 334.50One Square Metre 335.004.3.2 c)Columns, piers, abutments, pillars, posts and struts. 1.00Sqm 423.00One Square Metre 423.004.3.343Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. a)1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 4921.70One Cubic Metre 4922.004.4.1 b)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1.00Cum 4408.55One Cubic Metre 4409.004.4.244Providing 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 : 3coarse sand), cost of required centering complete. a)1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 1.00Cum 6064.80One Cubic Metre 6065.004.5.1 b)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 1.00Cum 5668.70One Cubic Metre 5669.004.5.2 c)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 1.00Cum 5155.60One Cubic Metre 5156.004.5.345Providing 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. a)1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 1.00Cum 5160.60One Cubic Metre 5161.004.6.146Providing 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 : a)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 1.00Cum 8406.55One Cubic Metre 8407.004.7.1 b)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 1.00Cum 7893.40One Cubic Metre 7893.004.7.247Providing 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. a)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 1.00Cum 6476.40One Cubic Metre 6476.004.8.1 b)1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 1.00Cum 6240.40One Cubic Metre 6240.004.8.248Precasting 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 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. 1.00No. 519.30Each 519.004.949Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). 1.00Sqm 220.60One Square Metre 221.004.1050Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 1.00Sqm 283.80One Square Metre 284.004.1151Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specifications 1.00units44.36per 50 kg cement 44.004.1252Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 1.00Sqm 108.75One Square Metre 109.004.1353Extra for concrete work in superstructure above floor V level for each four floors or part thereof. 1.00Cum 517.45One Cubic Metre 517.004.1454Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. 1.00units385.60cum per meter depth 386.004.1555Extra for laying concrete in or under foul positions. 1.00Cum 155.50One Cubic Metre 156.004.1656Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand including finishing the top smooth 1.00Sqm 378.95One Square Metre 379.004.1757Extra for addition of synthetic Polyester triangular fiber of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34to 1.40 in cement concrete/ RCC/ Flooring/ water retaining structures by using 125gms. of synthetic Polyester triangular fiber for 50 Kgs. cement used as per directions of Engineer-in-Charge. 1.00units53.00Per Bag of 50Kg. of cement 53.004.1858Providing 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. a)All works up to plinth level. (i)M-15 grade plain cement concrete (cement content considered @ 240 kg/cum). 1.00Cum 5390.40One Cubic Metre 5390.004.19.1.1 (ii)M-10 grade plain cement concrete (cement content considered @ 220 kg/cum ). 1.00Cum 5262.10One Cubic Metre 5262.004.19.1.2 b)All works above plinth and up to floor V level. (i)M-15 grade plain cement concrete. (cement content considered @ 240 kg. /cum). 1.00Cum 5864.70One Cubic Metre 5865.004.19.2.1 (ii)M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). 1.00Cum 5736.40One Cubic Metre 5736.004.19.2.259Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work 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) Excess/less cement used than specified in this item is payable/ recoverable separately. a)All works up to plinth level. (i)M-15 grade plain cement concrete (cement content considered @ 240 kg/cum). 1.00Cum 5505.00One Cubic Metre 5505.004.20.1.1 (ii)M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). 1.00Cum 5850.95One Cubic Metre 5851.004.20.1.2 b)All works above plinth and up to floor V level. (i)M-15 grade plain cement concrete. (cement content considered @ 240 kg. /cum). 1.00Cum 5979.30One Cubic Metre 5979.004.20.2.1 (ii)M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). 1.00Cum 5850.95One Cubic Metre 5851.004.20.2.2Total of the Sub-Head - Concrete Work : 210805.00 Sub-Head : Reinforced Cement Concrete60Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a)1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). 1.00Cum 6865.65One Cubic Metre 6866.005.1.1 b)1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 1.00Cum 5552.25One Cubic Metre 5552.005.1.2 c)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.00Cum 5156.20One Cubic Metre 5156.005.1.361Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : a)1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) 1.00Cum 7632.65One Cubic Metre 7633.005.2.1 b)1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 1.00Cum 6319.20One Cubic Metre 6319.005.2.2 c)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 5923.15One Cubic Metre 5923.005.2.362Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 6107.15One Cubic Metre 6107.005.363Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size). 1.00Cum 5731.20One Cubic Metre 5731.005.464Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 6350.40One Cubic Metre 6350.005.565Reinforced cement concrete work in chimneys, shafts, up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 6012.85One Cubic Metre 6013.005.666Reinforced cement concrete work in well-steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 4949.30One Cubic Metre 4949.005.767Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1:3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20mm nominal size). 1.00Cum 5973.75One Cubic Metre 5974.005.868Centering and shuttering including strutting, propping etc. and removal of form for : a)Foundations, footings, bases of columns, etc. for mass concrete. 1.00Sqm 186.40One Square Metre 186.005.9.1 b)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 1.00Sqm 334.50One Square Metre 335.005.9.2 c)Suspended floors, roofs, landings, balconies and access platform. 1.00Sqm 371.80One Square Metre 372.005.9.3 d)Shelves (Cast in situ) 1.00Sqm 371.80One Square Metre 372.005.9.4 e)Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1.00Sqm 309.80One Square Metre 310.005.9.5 f)Columns, Pillars, Piers, Abutments, Posts and Struts. 1.00Sqm 423.00One Square Metre 423.005.9.6 g)Stairs, (excluding landings) except spiral-staircases. 1.00Sqm 375.65One Square Metre 376.005.9.7 h)Spiral staircases (including landing). 1.00Sqm 339.85One Square Metre 340.005.9.8 i)Arches, domes, vaults up to 6 m span 1.00Sqm 1006.65One Square Metre 1007.005.9.9 j)Extra for arches, domes, vaults exceeding 6 m span 1.00Sqm 440.40One Square Metre 440.005.9.10 k)Chimneys and shafts 1.00Sqm 334.50One Square Metre 335.005.9.11 l)Well steining 1.00Sqm 214.55One Square Metre 215.005.9.12 m)Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. 1.00Sqm 551.45One Square Metre 551.005.9.13 n)Extra for shuttering in circular work (20% of respective centering and shuttering items). 1.00Sqm 0.20One Square Metre 0.005.9.14 o)Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. 1.00Sqm 186.40One Square Metre 186.005.9.15 p)Edges of slabs and breaks in floors and walls. (i)Under 20 cm wide 1.00m 111.70One Metre 112.005.9.16.1 (ii)Above 20 cm wide 1.00Sqm 490.40One Square Metre 490.005.9.16.2 q)Cornices and mouldings 1.00Sqm 536.20One Square Metre 536.005.9.17 r)Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. 1.00Sqm 457.85One Square Metre 458.005.9.18 s)Weather shade, Chajjas, corbels etc., including edges. 1.00Sqm 468.20One Square Metre 468.005.9.19 t)Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick. 1.00Sqm 462.85One Square Metre 463.005.9.20 u)Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12mm thick. 1.00Sqm 400.00One Square Metre 400.005.9.2169Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. a)12 mm dia. & 100 mm length. 1.00sets 140.25Each Set 140.005.10.1 b)12 mm dia. & 150 mm length. 1.00sets 151.90Each Set 152.005.10.2 c)20 mm dia. & 150 mm length. 1.00sets 169.30Each Set 169.005.10.3 d)20 mm dia.& 225 mm length. 1.00sets 186.75Each Set 187.005.10.470Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured) a)Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 1.00Sqm 145.60One Square Metre 146.005.11.171Providing, 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, with1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mmnominal size). 1.00Cum 5829.65One Cubic Metre 5830.005.1272Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size). 1.00Cum 8042.40One Cubic Metre 8042.005.1373Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 9044.00One Cubic Metre 9044.005.1474Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in lintels, beams and bressumers including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but excluding the cost of reinforcement, with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 7484.20One Cubic Metre 7484.005.1575Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 12.5mm nominal size). 1.00Cum 11104.30One Cubic Metre 11104.005.1676Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in vertical & horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement : 2 coarse sand)including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1.00Cum 6519.70One Cubic Metre 6520.005.1777Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits. a)50 mm thick 1.00Sqm 683.80One Square Metre 684.005.18.1 b)40 mm thick 1.00Sqm 598.35One Square Metre 598.005.18.2 c)25 mm thick 1.00Sqm 563.45One Square Metre 563.005.18.378Encasing rolled steel sections, in beams and columns, with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate12.5mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. 1.00Cum 8171.55One Cubic Metre 8172.005.1979Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size), including centering and shuttering but excluding cost of expanded metal and hangers. 1.00Cum 5436.70One Cubic Metre 5437.005.2080Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. 1.00Sqm 379.05One Square Metre 379.005.2181Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. a)Mild steel and Medium Tensile steel bars. 1.00Kg 64.05One Kilogram 64.005.22.1 b)Hard drawn steel wire 1.00Kg 75.75One Kilogram 76.005.22.2 c)Cold twisted bars 1.00Kg 66.50One Kilogram 67.005.22.3 d)Hot rolled deformed bars 1.00Kg 66.50One Kilogram 67.005.22.4 e)Hard drawn steel wire fabric 1.00Kg 74.55One Kilogram 75.005.22.5 f)Thermo-Mechanically Treated bars. 1.00Kg 66.50One Kilogram 67.005.22.682Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a)Mild steel and Medium Tensile steel bars. 1.00Kg 64.05One Kilogram 64.005.22A.1 b)Hard drawn steel wire 1.00Kg 75.75One Kilogram 76.005.22A.2 c)Cold twisted bars 1.00Kg 66.50One Kilogram 67.005.22A.3 d)Hot rolled deformed bars 1.00Kg 66.50One Kilogram 67.005.22A.4 e)Hard drawn steel wire fabric 1.00Kg 74.55One Kilogram 75.005.22A.5 f)Thermo-Mechanically Treated bars. 1.00Kg 66.50One Kilogram 67.005.22A.683Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) 1.00Sqm 120.35One Square Metre 120.005.2384Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2coarse sand) including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand incase of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same. 1.00Sqm 79.60One Square Metre 80.005.2485Providing and fixing in position copper plate as per design for expansion joints. 1.00Kg 324.70One Kilogram 325.005.2586Providing and filling in position, blown bitumen in expansion joints. 1.00units532.05per cm depth per cm width per 100m 532.005.2687Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. 1.00units186.10per cm depth per cm width per 100m 186.005.2788Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 1.00units436.30per cm depth per 100m 436.005.2889Providing and fixing sheet covering over expansion joints with iron screws as per design. a)Non-asbestos fiber cement board 6 mm thick as per IS: 14862 (i)150mm wide. 1.00m 114.05One Metre 114.005.29.1.1 (ii)200mm wide. 1.00m 153.25One Metre 153.005.29.1.2 b)Aluminium fluted strips 3.15mm thick. (i)150mm wide. 1.00m 324.10One Metre 324.005.29.2.1 (ii)200mm wide. 1.00m 452.80One Metre 453.005.29.2.290Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 1.00m 27.85One Metre 28.005.3091Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. Note For Item No. 5.31:- The quantity will be calculated by multiplying the depth measured from the subsoil water level up to 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 reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub - soil water conditions. 1.00Cum 385.60One Cubic Metre 386.005.31Note : The quantity will be calculated by multiplying the depth measured from the subsoil water level up to 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 reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub - soil water conditions. 92Extra for laying reinforced cement concrete in or under foul positions. 1.00Cum 155.50One Cubic Metre 156.005.3293Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). a)All works up to plinth level. 1.00Cum 5704.45One Cubic Metre 5704.005.33.1 b)All works above plinth level up to floor V level. 1.00Cum 6353.00One Cubic Metre 6353.005.33.294Extra for providing richer mixes at all floor levels. a)Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @340 kg/cum). 1.00Cum 64.15One Cubic Metre 64.005.34.1 b)Providing M-35 grade concrete instead of M-25 grade BMC/RMC. (Note : Cement content considered in M-35 is @350 kg/cum). 1.00Cum 128.35One Cubic Metre 128.005.34.2 c)Providing M-40 grade concrete instead of M-25 grade BMC/RMC.(Note : Cement content considered in M-40 is @360 kg/cum). 1.00Cum 192.50One Cubic Metre 193.005.34.395Add for using extra cement in the items of design mix over and above the specified cement content therein. 1.00Qtl 619.65One Quintal 620.005.3596Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1:1:3 (1 Cement : 1 coarse sand : 3 graded stone aggregate 10 mm nominal size), 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. 1.00Cum 15894.25One Cubic Metre 15894.005.3697Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). a)All works upto plinth level 1.00cum 6052.90One Cubic Metre 6053.005.37.1 b)All works above plinth level upto floor V level 1.00cum 6701.45One Cubic Metre 6701.005.37.298Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each fourfloors or part thereof. 1.00cum 174.20One Cubic Metre 174.005.3899Providing 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 durabilityas per direction of the Engineer - in - charge.NOTE- (1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.(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 inthe items of BMC and RMC. a)All works up to Plinth level. 1.00cum 5967.95One Cubic Metre 5968.005.40.1 b)All works above plinth & up to floor V level. 1.00cum 6616.50One Cubic Metre 6617.005.40.2100Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturers specification and direction of Engineer-in-charge. a)Non pigmented wet curing compound 1.00sqm 99.85One Square Metre 100.005.41.1 b)Pigmented wet curing compound 1.00sqm 113.80One Square Metre 114.005.41.2101Providing 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 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). a)Coupler for 16 mm diameter reinforcement bar 1.00No. 120.35Each 120.005.42.1 b)Coupler for 20 mm diameter reinforcement bar 1.00No. 163.55Each 164.005.42.2 c)Coupler for 25 mm diameter reinforcement bar 1.00No. 226.60Each 227.005.42.3 d)Coupler for 28 mm diameter reinforcement bar 1.00No. 312.65Each 313.005.42.4 e)Coupler for 32 mm diameter reinforcement bar 1.00No. 363.20Each 363.005.42.5102Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. a)200 mm wide. 1.00metre571.50One Metre 572.005.43.1 b)300 mm wide. 1.00metre827.00One Metre 827.005.43.2103Providing 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 manufacturers 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.) a)Floor Joint of 100 mm gap 1.00m 6334.05One Metre 6334.005.44.1 b)Floor Joint of 150 mm gap 1.00m 6958.35One Metre 6958.005.44.2 c)Floor Joint of 200 mm gap 1.00m 7466.50One Metre 7467.005.44.3104Providing 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 multi- cellular to facilitate movement. (Material shall confirm to ASTM 6063.) a)Wall Joint of 100 mm gap 1.00m 5056.40One Metre 5056.005.45.1 b)Wall Joint of 150 mm gap 1.00m 5448.40One Metre 5448.005.45.2 c)Wall Joint of 200 mm gap 1.00m 5840.40One Metre 5840.005.45.3105Providing 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 manufacturers 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. 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. a)Roof Joint of 100 mm gap 1.00m 6334.05One Metre 6334.005.46.1 b)Roof Joint of 150 mm gap 1.00m 6726.05One Metre 6726.005.46.2 c)Roof Joint of 200 mm gap 1.00m 7001.00One Metre 7001.005.46.3106Providing 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 fullythreaded 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 holdfast 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. a)Door frame 125 mmx 60 mm 1.00m 412.80One Metre 413.005.47.1 b)Door frame 100 mmx 60 mm 1.00m 378.55One Metre 379.005.47.2 c)Door frame 85 mmx60 mm 1.00m 360.50One Metre 361.005.47.3107Providing 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 specifiedgrade 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, machineryand 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 .Note:- Cement content considered in this item is 480 Kg./ Cum. Excess/less cement used as per design mix is payable/ recoverable separately. Note:- Cement content considered in this item is 480 Kg./ Cum. Excess/less cement used as per design mix is payable/ recoverable separately. a)Reinforced Cement Concrete -M-50 1.00cum 6113.45One Cubic Metre 6113.005.48.1 b)Reinforced Cement Concrete -M-60 1.00cum 7230.00One Cubic Metre 7230.005.48.2 c)Extra for using M -50/ M60 Grade Self-compacting Reinforced Cement Concrete 1.00cum 632.10One Cubic Metre 632.005.48.3108Constructing 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 400kg. 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, fordiaphragm 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 asrequired 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 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. Excess/less cement used for design mix including the extra cement required for under water concreting is payable / recoverable separately. 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 approved design and as directed by the Engineer-in- charge, .but excluding the cost of reinforcement and inserts. (rates include cost ofall 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 designcut off level (including portion anchored in the rock upto the design bottom level) only shall be measured for payment. Excess/less cement used for design mix including the extra cement required for under water concreting is payable / recoverable separately. 1.00cum 13087.70One Cubic Metre 13088.005.49Total of the Sub-Head - Reinforced Cement Concrete : 292373.00 Sub-Head : Brick Work109Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a)Cement mortar 1:4 (1 cement : 4 coarse sand) 1.00Cum 4847.85One Cubic Metre 4848.006.1.1 b)Cement mortar 1:6 (1 cement : 6 coarse sand) 1.00Cum 4646.50One Cubic Metre 4647.006.1.2110Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: a)Cement mortar 1:4 (1 cement : 4 coarse sand) 1.00Cum 4347.95One Cubic Metre 4348.006.2.1 b)Cement Mortar 1:6 (1 cement : 6 coarse sand). 1.00Cum 4170.75One Cubic Metre 4171.006.2.2111Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 -1991 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : a)With F.P.S.(non modular) bricks. 1.00Cum 5210.35One Cubic Metre 5210.006.3.1 b)With Modular bricks. 1.00Cum 4894.15One Cubic Metre 4894.006.3.2112Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : a)Cement mortar 1:4 (1 cement : 4 coarse sand) 1.00Cum 5526.50One Cubic Metre 5527.006.4.1 b)Cement mortar 1:6 (1 cement : 6 coarse sand) 1.00Cum 5325.10One Cubic Metre 5325.006.4.2113Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level for each four floors or part thereof by mechanical means. 1.00Cum 263.30One Cubic Metre 263.006.5114Extra for forming cavity 5 cm to 7.5 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3mm section at not less than 3 ties per sqm as per approved design. 1.00Sqm 94.10One Square Metre 94.006.6115Providing half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10 cm / 11.4 cm wide bitumen felt type 3 grade 1. 1.00m 182.20One Running Metre 182.006.7116Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and up to floor five level. 1.00Sqm 497.45One Square Metre 497.006.8117Brick work in plain arches in superstructure above plinth level and up to floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand). 1.00Cum 8207.50One Cubic Metre 8208.006.9118Brick work in gauged arches in superstructure above plinth level and upto floor five level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering and shuttering complete, for span up to 6 meters with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. 1.00Cum 9727.55One Cubic Metre 9728.006.10119Extra for additional cost of centering for arches exceeding 6m span including all shuttering, bolting, wedging and removal (Area of the soffit to be measured). 1.00Sqm 440.40One Square Metre 440.006.11120Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in. a)Cement mortar 1:3 (1 cement : 3 coarse sand) 1.00Sqm 597.25One Square Metre 597.006.12.1 b)Cement mortar 1:4 (1 cement : 4 coarse sand) 1.00Sqm 574.70One Square Metre 575.006.12.2121Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. a)Cement mortar 1:3 (1 cement :3 coarse sand) 1.00Sqm 670.45One Square Metre 670.006.13.1 b)Cement mortar 1:4 (1 cement :4 coarse sand) 1.00Sqm 647.90One Square Metre 648.006.13.2122Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. 1.00Sqm 23.35One Square Metre 23.006.14123Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 1.00Sqm 69.50One Square Metre 70.006.15124Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in foundation and plinth in: a)Cement mortar 1:4 (1 cement : 4 coarse sand) 1.00Cum 7413.10One Cubic Metre 7413.006.16.1 b)Cement mortar 1:6 (1 cement : 6 coarse sand). 1.00Cum 7070.90One Cubic Metre 7071.006.16.2125Tile brick masonry with common burnt clay machine moulded tile bricks of class designation 12.5 conforming to IS : 2690 (Part I) - 1993 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). 1.00Cum 7271.40One Cubic Metre 7271.006.17126Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in superstructure above plinth level up to floor V level in cement mortar 1:6 (1 cement : 6 coarse sand). 1.00Cum 7812.30One Cubic Metre 7812.006.18127Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in plain arch work in superstructure above plinth and up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and shuttering complete. 1.00Cum 10549.60One Cubic Metre 10550.006.20128Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in gauged arch work in superstructure above plinth and up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and shuttering complete. 1.00Cum 11983.55One Cubic Metre 11984.006.21129Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in cement mortar 1:3 (1cement : 3 coarse sand) in superstructure above plinth and upto floor five level. 1.00Sqm 499.25One Square Metre 499.006.22130Honey-comb brick work 10/11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). 1.00Sqm 422.15One Square Metre 422.006.23131Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. NOTE :- The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brickwork under sub - water with the quantity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1 m and less than 0.05m ignored. 1.00units385.60cum/mtr depth 386.006.24132Extra for laying brick work in or under foul position. 1.00Cum 155.50One Cubic Metre 156.006.25133Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) a)From ground level upto plinth level. 1.00Cum 4733.70One Cubic Metre 4734.006.26.1 b)Above plinth level upto floor V level. 1.00Cum 5446.80One Cubic Metre 5447.006.26.2134Brick work with common burnt clay modular bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). a)From ground level upto plinth level. 1.00Cum 4197.70One Cubic Metre 4198.006.27.1 b)Above plinth level upto floor V level. 1.00Cum 4876.35One Cubic Metre 4876.006.27.2135Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). a)From ground level upto plinth level. 1.00Cum 4621.95One Cubic Metre 4622.006.28.1 b)Above plinth level upto floor V level. 1.00Cum 5300.60One Cubic Metre 5301.006.28.2136Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). a)From ground level upto plinth level. 1.00Cum 4501.30One Cubic Metre 4501.006.29.1 b)Above plinth level upto floor V level. 1.00Cum 5153.65One Cubic Metre 5154.006.29.2137Brick work with common burnt clay machine moulded perforated F.P.S. (non modular) bricks of class designation 12.5 conforming IS : 2222-1991 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). a)From ground level upto plinth level. 1.00Cum 4558.70One Cubic Metre 4559.006.30.1 b)Above plinth level upto floor V level. 1.00Cum 5237.30One Cubic Metre 5237.006.30.2138Brick work with common burnt clay machine moulded perforated modular bricks of class designation 12.5 conforming to IS : 2222 -1991 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). a)From ground level upto plinth level. 1.00Cum 4254.30One Cubic Metre 4254.006.31.1 b)Above plinth level upto floor V level. 1.00Cum 4932.90One Cubic Metre 4933.006.31.2139Brick work with clay fly ash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : a)Cement mortar 1:4 (1 cement : 4 coarse sand) 1.00Cum 5385.30One Cubic Metre 5385.006.32.1 b)Cement mortar 1:6 (1 cement : 6 coarse sand) 1.00Cum 5183.90One Cubic Metre 5184.006.32.2140Brick work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : a)Cement mortar 1:4 (1 cement : 4 coarse sand) 1.00Cum 5301.25One Cubic Metre 5301.006.34.1 b)Cement mortar 1:6 (1 cement : 6 Coarse sand) 1.00Cum 5124.05One Cubic Metre 5124.006.34.2141Brick work with modular calcium silicate bricks machine moulded conforming to IS:4139, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : a)Cement mortar 1:4 (1 cement : 4 coarse sand) 1.00Cum 5470.95One Cubic Metre 5471.006.35.1 b)Cement mortar 1:6 (1 cement : 6 Coarse sand) 1.00Cum 5293.75One Cubic Metre 5294.006.35.2142Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in foundation and plinth : a)Cement Mortar 1:4 ( 1 cement : 4 coarse sand) 1.00Cum 4857.05One Cubic Metre 4857.006.36.1143Brick work with modular extruded brunt fly ash clay sewer bricks (conforming to IS : 4885) in arches in foundation and plinth in cement mortar 1:3 ( 1 cement : 3 fine sand). 1.00Cum 7687.80One Cubic Metre 7688.006.37144Providing and laying autoclaved aerated cement blocks masonry with 100mm 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. 1.00Cum 4827.45One Cubic Metre 4827.006.38145Providing and laying Gypsum panel partitions 100mm thick with water proof Gypsum panels of size 666x500x100mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturers specifications in superstrure above plinth level up to floor V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 1.00Sqm 777.20One Square Metre 777.006.40146Extra for Gypsum panel Partitions in superstructure above floor V level for every four floors or part thereof. 1.00Sqm 59.70One Square Metre 60.006.41147Brick edging 7cm wide 11.4cm. 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). 1.00m 38.55One Running Metre 39.006.44148Half brick masonry with non modular fly ash lime Gypsum bricks (FALG bricks) class designation 10, conforming to IS : 12894, in super structure above plinth and upto floor V level. a)Cement mortar 1 : 3 (1 cement : 3 coarse sand) 1.00Sqm 663.85One Square Metre 664.006.45.1 b)Cement mortar 1 : 4 (1 cement : 4 coarse sand) 1.00Sqm 641.30One Square Metre 641.006.45.2Total of the Sub-Head - Brick Work : 223657.00 Sub-Head : Stone Work149Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : a)Cement mortar 1:6 (1 cement : 6 coarse sand). 1.00Cum 3410.50One Cubic Metre 3411.007.1.1150Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. a)Cement mortar 1:6 (1 cement : 6 coarse sand). 1.00Cum 4087.25One Cubic Metre 4087.007.2.1151Extra for random rubble masonry with hard stone in : a)Square or rectangular pillars 1.00Cum 336.35One Cubic Metre 336.007.4.1 b)Circular pillars. 1.00Cum 994.20One Cubic Metre 994.007.4.2152Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. 1.00Cum 391.90One Cubic Metre 392.007.5153Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : a)Cement mortar 1:6 (1 cement : 6 coarse sand) 1.00Cum 3935.25One Cubic Metre 3935.007.6.1154Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : a)Cement mortar 1:6 (1 cement : 6 coarse sand) 1.00Cum 3678.80One Cubic Metre 3679.007.7.1155Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. a)Masonry work (first sort) , in cement mortar 1:6 (1 cement : 6 coarse sand) 1.00Cum 4602.55One Cubic Metre 4603.007.8.1 b)Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 coarse sand) 1.00Cum 4346.15One Cubic Metre 4346.007.8.2156Extra for coursed rubble masonry with hard stone (first or second sort) in : a)Square or rectangular pillars 1.00Cum 374.05One Cubic Metre 374.007.10.1 b)Circular pillars. 1.00Cum 1127.80One Cubic Metre 1128.007.10.2157Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. 1.00Cum 426.65One Cubic Metre 427.007.11158Stone 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 : a)One face dressed. (i)Red sand stone 1.00Cum 26283.00One Cubic Metre 26283.007.12.1.1 (ii)White sand stone 1.00Cum 27057.00One Cubic Metre 27057.007.12.1.2 b)Both face dressed. (i)Red sand stone. 1.00Cum 34201.00One Cubic Metre 34201.007.12.2.1 (ii)White sand stone 1.00Cum 34975.00One Cubic Metre 34975.007.12.2.2159Stone work plain ashlar in arches in super structure upto floor V level 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. a)One face dressed (i)Red sand stone 1.00Cum 30544.00One Cubic Metre 30544.007.13.1.1 (ii)White sand stone 1.00Cum 31318.00One Cubic Metre 31318.007.13.1.2 b)Both face dressed (i)Red sand stone 1.00Cum 38462.00One Cubic Metre 38462.007.13.2.1 (ii)White sand stone 1.00Cum 39236.00One Cubic Metre 39236.007.13.2.2160Stone work plain ashlar in domes , in super structure upto floor V level 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. a)One face dressed (i)Red sand stone 1.00Cum 46145.00One Cubic Metre 46145.007.14.1.1 (ii)White sand stone 1.00Cum 46919.00One Cubic Metre 46919.007.14.1.2 b)Both face dressed (i)Red sand stone 1.00Cum 65786.00One Cubic Metre 65786.007.14.2.1 (ii)White sand stone 1.00Cum 66560.00One Cubic Metre 66560.007.14.2.2161Stone 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 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. a)One face Punched (i)Red sand stone. 1.00Cum 25068.00One Cubic Metre 25068.007.15.1.1 (ii)White sand stone. 1.00Cum 25840.00One Cubic Metre 25840.007.15.1.2 b)Both faced punched (i)Red sand stone. 1.00Cum 31770.00One Cubic Metre 31770.007.15.2.1 (ii)White sand stone. 1.00Cum 32543.00One Cubic Metre 32543.007.15.2.2162Extra for stone work, random rubble / coursed rubble masonry / ashlar masonry above floor V level for every four floors or part thereof. 1.00Cum 690.00One Cubic Metre 690.007.16163Extra for plain ashlar or ashlar punched in : a)Square or rectangular pillars 1.00Cum 1771.00One Cubic Metre 1771.007.17.1164Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean radius not exceeding 6 m. 1.00Cum 1233.00One Cubic Metre 1233.007.18165Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. and removal (area of soffit to be measured). 1.00Sqm 440.40One Square Metre 440.007.19166Stone work ashlar sunk or moulded or sunk and moulded upto floor five level 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 : a)Red sand stone 1.00Cum 36386.00One Cubic Metre 36386.007.20.1 b)White sand stone 1.00Cum 37160.00One Cubic Metre 37160.007.20.2167Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : a)Triangular or Square or rectangular pillars 1.00Cum 2310.00One Cubic Metre 2310.007.21.1 b)Circular or polygonal pillars 1.00Cum 6546.00One Cubic Metre 6546.007.21.2168Extra for stone work ashlar sunk or moulded in cornices. 1.00units20.80per metre per cm girth 21.007.22169Stone 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) : a)Red sand stone - exposed face fine dressed with rough backing. (i)70 mm thick. 1.00Sqm 2410.75One Square Metre 2411.007.23.1.1 (ii)60 mm thick. 1.00Sqm 2306.70One Square Metre 2307.007.23.1.2 (iii)50 mm thick. 1.00Sqm 2202.85One Square Metre 2203.007.23.1.3 (iv)40 mm thick. 1.00Sqm 2098.60One Square Metre 2099.007.23.1.4 (v)30 mm thick. 1.00Sqm 1994.50One Square Metre 1995.007.23.1.5 b)Red sand stone - Exposed face machine cut and table rubbed with rough backing. (i)70 mm thick 1.00Sqm 3192.65One Square Metre 3193.007.23.2.1 (ii)60 mm thick 1.00Sqm 3088.60One Square Metre 3089.007.23.2.2 (iii)50 mm thick 1.00Sqm 2984.80One Square Metre 2985.007.23.2.3 (iv)40 mm thick 1.00Sqm 2880.55One Square Metre 2881.007.23.2.4 (v)30 mm thick 1.00Sqm 2776.40One Square Metre 2776.007.23.2.5 c)White sand stone - exposed face fine dressed with rough backing . (i)70 mm thick. 1.00Sqm 2464.95One Square Metre 2465.007.23.3.1 (ii)60 mm thick. 1.00Sqm 2353.15One Square Metre 2353.007.23.3.2 (iii)50 mm thick. 1.00Sqm 2241.60One Square Metre 2242.007.23.3.3 (iv)40 mm thick. 1.00Sqm 2129.35One Square Metre 2129.007.23.3.4 (v)30 mm thick. 1.00Sqm 2017.70One Square Metre 2018.007.23.3.5 d)White sand stone - Exposed face machine cut and table rubbed with rough backing. (i)70 mm thick. 1.00Sqm 3246.85One Square Metre 3247.007.23.4.1 (ii)60 mm thick. 1.00Sqm 3135.05One Square Metre 3135.007.23.4.2 (iii)50 mm thick. 1.00Sqm 3023.50One Square Metre 3024.007.23.4.3 (iv)40 mm thick. 1.00Sqm 2911.25One Square Metre 2911.007.23.4.4 (v)30 mm thick. 1.00Sqm 2799.65One Square Metre 2800.007.23.4.5170Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m. 1.00Cum 1771.00One Cubic Metre 1771.007.24171Providing 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. 1.00Kg 566.80One Kilogram 567.007.25172Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases. 1.00No. 34.45Each 34.007.26173Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1cement : 2 coarse sand) including making the necessary chases. 1.00No. 29.10Each 29.007.27174Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in each stone and supported on and including with bricks cove in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade: a)Red sand stone: (i)With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1.00Sqm 1188.55One Square Metre 1189.007.28.1.1 b)White sand stone: (i)With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1.00Sqm 1220.50One Square Metre 1221.007.28.2.1175Providing and fixing horizontal chajja of stone 40 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 a