EwSH:EARTH WORKSl. No.DESCRIPTION OF ITEMSUNITMSR 20111.1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 300 cm measured at a height of 1 metre above ground level and removal of rubbish upto a distance of 50 metre, outside the periphery of the area cleared.sqm1.91.2Felling tree of girth measured at a height of 1 m above ground level including cutting of trunks and branches removing of root and stacking of serviceable materials and disposal of unserviceable materials.1.2.1Beyond 30 cm and upto 60 cm in girtheach112.11.2.2Beyond 60 cm and upto 120 cm in girtheach399.71.2.3Beyond 120 cm and upto 240 cm in girtheach1783.94708333331.2.4Above 240 cm in girtheach3741.52.3Clearing grass and removal of the rubbish upto a distance of 50 metre outside the periphery of the area cleared.sqm1.61.4Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres1.4.1Loose/Soft Soilsqm4.31.4.2Hard/Dense Soil.sqm6.71.5Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 metres in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposal soil to be levelled and neatly dressed in1.5.1Loose/Soft Soilsqm14.21.5.2Hard/Dense Soil.sqm19.61.5.3Hard Shalesqm30.81.6Earthwork in excavation over areas exceeding 30 cm in depth 1.5 m. in width as well as 10 sqm on plan including disposal of excavated earth lead upto 50 m & lift upto 1.5 m disposed soil to be levelled and neatly dressed:1.6.1Loose/Soft Soilcum591.6.2Hard/Dense Soil.cum80.11.6.3Hard Shalecum128.21.7Excavation over areas exceeding 30 cm in depth 1.5 metres in width as well as 10 sqm on plan including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres, disposed soil to be levelled and neatly dressed.1.7.1Ordinary Rockcum272.11.7.2Hard Rock requiring blastingcum540.61.8Earth work in excavation in hill cutting including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres disposed earth to be leveled and neatly dressed.1.8.1Loose/Soft Soilcum55.71.8.2Hard/Dense Soil.cum78.11.8.3Hard Shalecum119.81.9Excavation in hill cutting including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres disposed soil to be leveled and neatly dressed.1.9.1Ordinary Rockcum254.51.9.2Hard Rock requiring blastingcum5311.10Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres1.10.1Loose/Soft Soilcum63.61.10.2Hard/Dense Soil.cum81.71.10.3Hard Shalecum131.61.11Excavation as 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 as directed within a lead of 50 metres in2.11.1Ordinary Rockcum290.82.11.2Hard Rock requiring blastingcum484.31.12Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks guide banks and filling up ground, depression lead upto 50 metres and lift upto 1.5 m in1.12.1.1Loose/Soft Soilcum62.61.12.1.2Hard/Dense Soil.cum81.31.12.1.3Hard Shalecum1281.12.2.1Loose/Soft Soil (without roller)cum49.11.12.2.2Hard/Dense Soil.(without roller)cum65.41.12.2.3Hard Shale (without roller)cum105.61.13Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, flood-banks, marginal banks and guide banks and filling up ground depression, lift upto 1.5 metre and without lead.1.13.1.1Loose/Soft Soilcum53.31.13.1.2Hard/Dense Soil.cum721.13.1.3Hard Shalecum112.11.13.2.1Loose/Soft Soil (without roller)cum40.51.13.2.2Hard/Dense Soil.(without roller)cum56.91.13.2.3Hard Shale (without roller)cum971.14Banking 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 rammer and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up in embankment for roads marginal banks flood banks and guide bank lead upto 50 metres and lift upto 1.5 metre1.14.1Loose/Soft Soilcum46.41.14.2Hard/Dense Soil.cum55.81.15Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metrecum65.81.16Clearance of land slips in all type of soils hill road i/c disposal of excavated soil, rubbish etc. upto a lead of 50 metrescum57.41.17Extra for every additional lift of 1.5 metres or part thereof in1.17.1Loose/Soft or Hard/Dense Soilcum10.21.17.2Ordinary or Hard Rockcum18.11.18Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides ramming of bottoms depth upto 1.5 metres including getting out the excavated soil and then returning the soils as required in layers not exceeding 20 cm in depth i/c consolidating each deposited layer by ramming and watering etc. and disposal of surplus excavated soil as directed within a lead of 50 metres1.18.1Loose/Soft Soil1.18.1.1Pipes, cables etc. not exceeding 75 mm dia.cum61.11.18.1.2Pipes, cables etc. exceeding 75 mm dia.but not exceeding 300 mm dia.cum100.272061.18.1.3Pipes, cables etc. exceeding 300 mm dia.cum155.91.18.2Hard/Dense Soil.1.18.2.1Pipes, cables etc. not exceeding 75 mm dia.cum69.71.18.2.2Pipes, cables etc. exceeding 75 mm dia.but not exceeding 300 mm dia.cum113.81.18.2.3Pipes, cables etc. exceeding 300 mm dia.cum177.71.19Extra over item No. 18 (for length exceeding1.5 metres in depth but not exceeding 3 metres depth)cum42.51.20Extra over item No. 18 (for length exceeding 3 metres depth)cum49.21.21Excavating trenches of required width for pipes, cables etc. including excavation for sockets and depth upto 1.5 metres i/c getting out the excavated materials, returning the soil as required in layer not exceeding 20 cm in depth i/c consolidating each deposited layer by ramming watering etc. serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 metres1.21.1Ordinary Rock1.21.1.1Pipes, cables etc. not exceeding 75 mm dia.cum2001.21.1.2Pipes, cables etc. exceeding 75 mm dia.but not exceeding 300 mm dia.cum494.51.21.1.3Pipes, cables etc. exceeding 300 mm dia.cum572.21.21.2Hard Rock requiring blasting1.21.2.1Pipes, cables etc. not exceeding 75 mm dia.cum6921.21.2.2Pipes, cables etc. exceeding 75 mm dia.but not exceeding 300 mm dia.cum761.61.21.2.3Pipes, cables etc. exceeding 300 mm dia.cum876.31.22Extra over item No. 21 (for length exceeding1.5 metres in depth but not exceeding 3 metres)cum394.11.23Extra over item No. 21 (for length exceeding 3 metres depth)cum2043.51.24Extra rates for quantities of work executed1.24.1In or under water and/or liquid mudcum20%1.24.2In or under foul positioncum0.251.25Open timbering in trenches including strutting and shoring complete (measurement to be taken of theface area timbered).1.25.1Depth not exceeding 1.5 metresqm130.81.25.2Depth exceeding 1.5 m but not exceeding 3m.sqm134.21.25.3Depth exceeding 3 metressqm1391.26Open timbering in case of shafts, walls, cesspits, manholes and like including strutting and shoring complete (measurement to be taken of the face area timbered).1.26.1Depth not exceeding 1.5 msqm115.81.26.2Depth exceeding 1.5 m but not exceeding 3 msqm120.81.26.3Depth exceeding 3 msqm126.31.27Open timbering over areas including strutting, shorting and use and waste of ranking shores, complete (measurement to be taken of the face area timbered).1.27.1Depth not exceeding 1.5 msqm79.81.28Extra for planking and strutting in open timbering if required to be left permanently in position (Face area of the timber permamently left to be measured).sqm4501.29Close timbering in trenches including, strutting, shoring and packing cavities (wherever required) complete (measurement to be taken of the face area timbered)1.29.1Depth not exceeding 1.5 msqm259.21.29.2Depth exceeding 1.5 m but not exceeding 3 msqm263.71.29.3Depth exceeding 3 msqm274.31.30Close timbering in case of shafts well, catch-pit manholes and the like including strutting, shoring and packing cavities (wherever required) complete (measurement to be taken on the face area timbered)1.30.1Depth not exceeding 1.5 msqm265.41.30.2Depth exceeding 1.5 m but not exceeding 3 msqm271.61.30.3Depth exceeding 3 msqm284.81.31Close timbering over areas including strutting, shoring, racking cavities (wherever required) and use and waste of ranking shores complete (measurement to be taken on the face area timbered).1.31.1Depth not exceeding 1.5 msqm227.31.31.2Depth exceeding 1.5 m but not exceeding 3 msqm233.11.32Extra for planking, strutting and packing material for cavities in close timbering if required to be left permanently in position (face area of timber permanently left to be measured).sqm263.91.33Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete.sqm184.71.34Excavating holes upto 0.5 cum including getting out the excavated soil then returning the soils 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 metres lift upto 1.5 metres.1.34.1Loose/Soft Soileach38.21.34.2Hard/Dense Soil.each49.11.34.3Hard Shaleeach79.11.34.4Ordinary Rockeach174.81.34.5Hard Rock requiring blastingeach249.5Note (1) Lead Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by head load".Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km or more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 km it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.Note (2A) Loose / Soft SoilThis shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.Note (2B) Dense / Hard SoilThis shall include : Stiff clay, heavy clay, soft shale. Soils of screened single and boulders upto size of 300 mmNote (2C) Hard ShaleThese are compacted layers of shales which cannot be executed with spades but require pick axe, crowbars and other implements such as chisel and sledge.Note (2D) Ordinary Rock - not requiring blastingThis include:-(i) Lime stone, sandstone, hard conglomerate or other soft or disintegrated rock which can be quarried with crowbars, pick axe etc.(ii) Unreinforced cement concrete which can be taken up with crowbars or picks and stone masonary in cement mortar below ground level.(iii) Boulder not requiring blasting having maximum diameter in any direction of more than 300 mm. They may be found embedded in river bed, soil slope, washed and terrace materials of dissimilar origin or lying loose on the surface.(iv) Any rock which is dry state may be hard requiring blasting but which seems soft when wet and manageable by means other then blasting.Note (2E) Hard RockThis shall include:- Any rock or cement concrete for excavation requiring mechanical plant or blasting; Boulders requiring blasting & Reinforced cement concrete below ground level.Note (3) In the excavation in ordinary rocks and hard rocks requiring blasting in item No. 7,9,11 and 33 the disposal of serviceable material shall be in regular stacks as directed by the Engineer-in-charge

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CCSH:CONCRETE WORKSSL. NO.DESCRIPTION OF ITEMSUNITMSR 20112.1Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in2.1.11:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size)cum9027.62.1.21:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)cum70602.1.31:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)cum6249.12.1.41:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)cum5438.42.1.51:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum5288.22.1.61:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)cum4554.72.1.71:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)cum3999.22.1.81:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)cum3628.92.1.91:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size)cum3646.92.2Providing and laying cement concrete in walls (any thickness) i/c attached pilasters, buttresses plinth and string course, thin caps and bases upto floor two level excluding the cost of centering and shuttering in2.2.11:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size)cum9050.32.2.21:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)cum7095.92.2.31:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)cum6284.92.2.41:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)cum5461.92.2.51:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum5324.12.2.61:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)cum4554.72.2.71:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)cum3999.22.2.81:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)cum3652.52.2.91:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size)cum3646.92.3Providing and laying cement concrete in columns piers, abutments, pillars, posts and struts upto floor two level etc. excluding the cost of centering and shuttering in2.3.11:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size)cum9064.62.3.21:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)cum7121.32.3.31:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)cum6310.42.3.41:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)cum5479.42.3.51:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum5349.62.3.61:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)cum4595.72.3.71:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)cum41492.4Providing and laying cement concrete in arches upto floor two level, excluding the cost of centering and shuttering in2.4.11:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size)cum9219.72.4.21:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)cum7252.12.4.31:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)cum6441.22.5Providing and laying cement concrete in kerbs, steps and the like at or near ground level including centering and shuttering etc. in2.5.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum8007.12.5.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum7046.22.6Providing and laying cement concrete upto floor two level in string or lacing courses, parapets, copings, bed blocks, anchor blocks, plain window sills and the like including centering and shuttering etc. in2.6.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum10962.72.6.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum10001.82.7Providing and laying cement concrete in mouldings as in cornices, window sills etc., exceeding 15 cm in girth upto floor two level i/c centering and shuttering, etc. in2.7.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum13653.12.7.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum12500.12.8Providing and laying cement concrete in mouldings as in cornices, window sills etc., not exceeding 15 cm in girth upto floor two level i/c centering and shuttering, etc. in2.8.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum13528.42.8.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum12567.52.9Providing and laying cement concrete in kerbs, steps and the like at or near ground level and finished smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) or exposed surfaces including centering and shuttering, etc. in2.9.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum8551.32.9.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum7590.42.10Providing and laying cement concrete upto floor two level in string or lacing courses, parapets, copings, bed blocks, anchor blocks, plain window sills and the like and finished smooth with 6 mm thick cement plaster 1:3 (1 cement :3 fine sand) on exposed surface i/c centering and shuttering etc. in2.10.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum12857.52.10.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum11704.5CEMENT CONCRETE [PRE-CAST]2.11Providing and fixing upto floor two level pre-cast cement concrete in string or lacing course, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, staircases etc. hoisting and setting in position with cement mortar 1:2 (1 cement :2 coarse sand) and finished smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces including centering and shuttering.2.11.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum15227.22.11.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum14748.22.12Providing and fixing at or near ground level precast cement concrete kerb edgings etc. sitting in position with cement 1:2 (1 cement: 2 coarse sand) and finished smooth with 6 mm thick plaster 1:3 (1 cement: 3 fine sand) on exposed surface including centering and shuttering in2.12.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum12170.82.12.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum11691.82.13Providing and fixing upto floor two level pre-cast cement concrete moulding as in small lintels not exceeding 1.5 cm in girth with cement mortar 1:2 (1 cement :2 coarse sand) and finished smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) on exposed surface i/c centering and shuttering.2.13.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum12575.22.13.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum15245.42.14Providing and fixing upto floor two level pre-cast cement concrete in mouldings as in cornices, window sills etc. exceeding 1.5 cm in girth with cement mortar 1:2 (1 cement: 2 coarse sand) on exposed surface i/c centering and shuttering.2.14.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum18764.42.14.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum21434.62.15Providing and fixing upto floor two level precast cement concrete in moulding as in cornices, window sills etc. not exceeding 1.5 cm in girth with cement mortar 1:2 (1 cement :2 coarse sand) and finished smooth with 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) or exposed surface i/c centering and shuttering in2.15.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cum18798.22.15.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)cum17837.4DAMP PROOF COURSE2.16Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size)sqm233.92.17Providing and laying damp-proof course 38 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size)sqm325.92.18Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)sqm416.12.19Extra for providing and mixing water proofing materials in cement concrete work in the proportion recommended by manufactures'/50 kg cement bag54.62.20Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7 kg per sqm on damp-proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in Kerosene oil.sqm126MISCELLANEOUS2.21Extra (over rates upto floor two level) for all concrete above floor two level.'per floor per cum1% of therate of conc.2.22Extra for laying concrete in or under water and/or liquid and i/c cost of pumping or bailing out water and removing slush etc. complete.'per cum per m337.42.23Extra for laying concrete in or under foul position.cum143.52.24Extra rate for concrete for using 12.5 mm nominal size stone aggregate instead of 20 mm nominal size stone aggregate.cumNA2.25Deduct rate for concrete for using 40 mm nominal size shingle instead of 40 mm nominal size stone aggregate ( in C.C. 1:5:10, 1:4:8, 1:3:6)cum595Note for No. 22. The quality will be calculated by multiplying measured from the sub-soil water level upto the centre on concrete under sub-soil water level with quantity of concrete executed under sub-soil water. The depth of centre of gravity reckoned correct to 0.1 m, 0.05 m or more shall be taken as less and less than 0.05 m ignored.This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.

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RcSH:REINFORCED CEMENT CONCRETE WORKSL. NO.DESCRIPTION OF ITEMSUNITMSR 2011CAST-IN-SITU3.1Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in3.1.11:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).cum9027.63.1.21:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).cum70603.1.31 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).cum6249.13.2Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets etc. upto floor two level i/c finishing and plastering the exposed surface with cement mortar (1:3) (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement in3.2.11:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).cum9710.43.2.21:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).cum77563.2.31 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).cum69453.3Reinforced cement concrete work in suspended floors, roofs landing, shelves & their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.3.3.11:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).cum10009.33.3.21:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).cum8084.53.3.31:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).cum7273.63.4Reinforced cement concrete work in columns, pillars, piers, abutments, post and struts upto floor two level i/c plastering the exposed surface with cement 1:3 (1 cement:3 fine sand) of thickness not exceeding 6 mm thickness to give a smooth and even surface but excluding the cost of centering-shuttering & reinforcement3.4.11:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).cum10089.13.4.21:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).cum8145.83.4.31 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).cum7334.93.5Reinforced cement concrete work in chajjas upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) to give a smooth and even surface, throating or plastered drip and moulding centering and shuttering but excluding cost of reinforcement with 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size).3.5.1Thickness not exceeding 15 cm.cum13729.23.5.2Thickness exceeding 15 cm.cum9777.53.6Reinforced Cement Concrete work in staircase (excluding landing) except spiral staircase i/c finishing and plastering the exposed surfaces with cement mortar 1:3 (1 cement:3-fine sand) to give a smooth and even surface preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centering, shuttering and reinforment with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).cum8239.83.7Reinforced cement concrete work in spiral staircase (i/c landing ) etc. upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand ) of thickness not exceeding 6 mm to give a-smooth and even surface, preparing the top surface and finishing nosing but excluding the cost of centering, shuttering-and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)cum11720.23.8Reinforced cement concrete work in arches upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size).cum6789.13.9R.C.C. work in domes, vaults and shell roofs upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).cum8368.43.10R.C.C. work in chimneys and shafts upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3(1 cement:3 fine sand ) of thickness not exceeding 6 mm. to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement with R.C.C 1 : 2 : 4 (1 cement:2 coarse sand: 4 graded stone aggregate of 20 mm nominal size.cum81493.11Providing and laying upto floor two level R.C.C. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c finishing and plastering with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm on exposed surface to give an even and smooth surface, centering and shuttering but excluding the cost of reinforcement in,3.11.1Kerbs, steps and the like.cum8551.33.11.2String courses, copings, bed plates, anchor blocks, plain window sills and the like.cum12857.53.11.3Moulding as in cornices, window sills etc. exceeding 15 cm in girth.cum13653.13.11.4Moulding as in cornices, window sills etc. not exceeding 15 cm in girth.cum13528.43.12R.C.C. work in well steining i/c finishing and plastering the exposed surface with cement concrete 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 cement: 2 coarse Sand: 4 graded stone aggregate 20 mm nominal size).cum8128.2PRE-CAST3.13Providing and fixing upto floor two level pre-cast reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, centering, shuttering but excluding the cost of reinforcement in,3.13.1Kerbs, steps and the like.cum12170.83.13.2String courses, copings, bed plates, anchor blocks, plain window sills and the like.cum15227.23.13.3Small lintels not exceeding 1.5 m clear span over railings, copings and the like.cum12575.23.13.4Moulding as in cornices, window sills etc. not exceeding 15 cm in girth.cum18764.43.13.5Mouldings as in cornices, window sills etc. exceeding 15 cm in girth.cum18798.23.14Providing precast cement concrete jali 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire i/c roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand etc. complete excluding plastering of jambs, sills and soffits3.14.150 mm thicksqm1751.73.14.240 mm thicksqm1312.43.14.325 mm thicksqm1289.9ENCASING ROLLED STEEL SECTION3.15Encasing rolled steel section, in beams and columns with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) i/c finishing and plastering with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm on exposed surface upto floor two level centering and shuttering complete but excluding cost of reinforcement.cum4533.43.16Encasing rolled steel section with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) upto floor two level i/c centering, shuttering but excluding cost of expanded metal and hangers.cum537.53.17Extra for providing and fixing expanded metal mesh of size 20 x 60 mm and strands 3.25 mm wide 1.6 mm thick weighing 364 kg. per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers.cum149.9STEEL REINFORCEMENT3.18Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete.3.18.1Mild steel barskg85.73.18.2Tor-steel barskg88.2MISCELLANEOUS3.19Extra for all R.C.C. work above floor two level excluding cost of reinforcement.per floor per cum1% of the rate of concrete3.20Deduct for omitting in R.C.C. work smooth finishing of the exposed surface with 6 mm thick mortar 1:3 (1 cement: 3 fine sand)sqm873.93.21Extra for rendering smooth the top of suspended floor, landing and staircases (tread and risers) with cement mortar 1:2 (1 cement: 2 coarse sand) i/c 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 landing steps i/c subsequent removal and cleaning of the same.sqm81.63.22Providing and fixing in position G.I. plain sheet 24 B.G. gauge as per design in expansion joints.sqm148.33.23Providing and filling in position blown bitumen in expansion joints.m/cm/cm7.13.24Providing and filling in position bitumen mix filler of proportion 80 kg of hot bitumen 1 kg of cement and 0.25 cum of coarse sand for expansion jointsm/cm/cm2.26365691713.25Providing R.C.C. eave board 25 mm thick and 15 cm to 30 cm wide in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 10 mm nominal size) upto floor two level i/c finishing and plastering of thickness not exceeding 6 mm on exposed surface to give a smooth and even surface, centering and shuttering but excluding cost of reinforcement.cum51657.33.26Extra for using 12.5 mm size stone aggregate instead of 20 m size stone aggregatecum393.27Deduct for using 20 mm nominal size single instead of 20 mm size stone aggregate.3.27.11:2:4 mix R.C.C.cum815.73.27.21:1.5:3 mix R.C.C.cum7793.28Applying cement slurry in R.C.C. slabs or cement concrete work using 2.75 kg/sqm for receiving cement concrete floor i/c roughening, cleaning etc complete.sqm37.33.29Extra for laying R.C.C. in or under water and /or liquid mud i/c cost of pumping or bailing out water and removing slush etc. complete.cum/m337.43.30Extra for laying R.C.C. in or under foul position.cum143.53.31Extra for adding Recron 3s or equivalent 12 mm fibre as fibre reinforcement in concrete at the rate of 125 gm per 50 kg bag of cement including the cost of fibre.per bag of cementNote:The quantity of item No. 29 will be calculated by multiplying in depth measured from the sub soil water level upto the centre of gravity of R.C.C. under sub soil water with the quantity of RCC in cubic metre executed under 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, ignored. No extra payment shall be made for placing reinforcement. In case of structure like retaining wall etc. height of 4 m above ground level will be reckoned as first floor level.This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.

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FwSH:FORM WORKSl. No.DESCRIPTION OF ITEMSUNITMSR 20114.1Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in4.1.1Foundation, footings, bases of columns etc. and mass concrete.sqm263.74.1.2Flat surface such as suspended floor, roofs landings and the like4.1.2.1floors etc. upto 200 mm in thicknesssqm3614.1.2.2floors etc. above 200m in thickness.sqm389.84.1.3Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the likesqm319.44.1.4.1Slopping or battering surface i/c folded plates where inclination to horizontal plane does not exceed 300 (degree) requiring shuttering only on the underside.sqm459.94.1.4.2Where inclination to horizontal plane exceed 300 (degree) ( where shuttering may be provided both on underside and upper-side, if requireonly the area of the underside shall be measured for payment.sqm451.74.1.5.1Arches upto 6m span.sqm857.44.1.5.2Arches exceeding 6 m spansqm1062.94.1.5.3Cylindrical shells of radius less than 3 m (only the area of the underside shall be measured for the payment)sqm971.94.1.5.4Cylindrical shells of radius more than 3 m (only the area of the underside shall be measured for the payment)sqm1110.34.1.6Domes, vaults and shell roofs having curved surface in both directions (only the area of the underside shall be measured for payment).sqm1963.94.1.7.1Columns, pillars, posts and struts (square, rectangular or polygon in plan).sqm394.84.1.7.2Circular or curved in plan.sqm520.94.1.8.1Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.sqm289.44.1.8.2Sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels exceeding 1m in depth.sqm378.94.1.9i) Edges of slab and breaks in floor walls4.1.9.1under 20 cm wideRm84.84.1.9.2above 20 cm wideRm98.34.1.10Cornices and mouldingssqm4444.1.11Small surfaces such as cantilever, ends of bracket and ends of steps, caps and bases to pilasters and columns and the likesqm713.24.1.12Chullah hoods, weather shade, chajjas, corbels etc. i/c edges.sqm392.84.1.13Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landingsqm326.64.1.14Spiral staircase.sqm521.34.1.15Chimneys and shaftssqm389.84.1.16Well steiningsqm241.14.1.17Vertical fins and vertical sun breakerssqm479.94.2Extra for additional height of propping and centering exceeding 4 m between supporting floor to ceiling i/c temporary brick or stone pillars for supporting as required.4.2.1Height more than 4 m and upto 5 msqm279.74.2.2Height more than 5 m and upto 6 m.sqm1778.54.2.3Height more than 6 m and upto 7 m.sqm2498.94.3Extra for providing form work wrought timber (that is sheathing having planed surfacso as to give medium smooth finish.4.3.1Foundation, footings, cases of columns etc.sqm84.3.2Flat surfaces such as soffits of suspended floors, roofs, landings and the like4.3.2.1Floor etc. upto 200 m in thickness.sqm84.3.2.2Floor etc. above 200 m in thickness.sqm84.3.3Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the likesqm84.3.4Slopping and battering surface i/c folded plates4.3.4.1Where inclination to horizontal plane does not exceed 30* degree requiring shuttering only on the underside.sqm84.3.4.2Where inclination to horizontal plane exceeds 30* degree and shuttering may be provided both on underside and upperside if required.sqm14.24.3.5.1Arches upto 6m span.sqm8.54.3.5.2Arches exceeding 6 m spansqm8.54.3.5.3Cylindrical shells of radius less than 3 m (only the area of the underside shall be measured for the payment)sqm8.54.3.5.4Cylindrical shells of radius more than 3 m (only the area of the underside shall be measured for payment).sqm8.54.3.6Domes, vaults and shell roofs having curved surface in both directions (only the area of the underside shall be measured for payment).sqm58.94.3.7.1Columns, pillars, posts and struts (square, rectangular or polygon in plan).sqm84.3.7.2Circular or curved in plan.sqm84.3.8.1sides or soffits of beams, beam hanunchings cantilevers, girders, brussumers and lintels not exceeding 1m in depth.sqm84.3.8.2sides and soffits of beams, beam haunching, cantilevers, girders, bressumers and lintels exceeding 1m in depth.sqm84.3.9Edges of slab and breaks in floor walls4.3.9.1under 20 cm wideRm1.24.3.9.2above 20 cm wideRm1.24.3.10Cornices and mouldingssqm8.84.3.11Small surfaces such as cantilever, ends of bracket and ends of steps, caps and bases to pilasters and columns and the likesqm84.3.12Chullah hoods, weather shade, chajjas, corhels etc. i/c edges.sqm84.3.13Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landingsqm84.3.14Spiral staircase.sqm84.3.15Chimneys and shaftssqm84.3.16Well steiningsqm8.84.3.17Vertical fins and vertical sun breakerssqm8.8This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.

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BkSH:BRICK WORKSl. No.DESCRIPTION OF ITEMSUNITMSR 2011IN CEMENT MORTAR WITH FINE SAND:5.12nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 fine sand)cum7779.55.22nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 fine sand)cum7417.75.32nd class (local first class) brick work in foundation and plinth in cement mortar 1:5 (1 cement: 5 fine sand)cum7216.35.42nd class (local first class) brick work in foundation and plinth in cement mortar 1:6 (1 cement: 6 fine sand)cum7067.5IN CEMENT MORTAR WITH COARSE SAND:5.52nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)cum7808.75.62nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)cum7446.95.72nd class (local first class) brick work in foundation and plinth in cement mortar 1:5 (1 cement: 5 coarse sand)cum7242.65.82nd class (local first class) brick work in foundation and plinth in cement mortar 1:6 (1 cement: 6 coarse sand)cum7096.7IN SUPERSTRUCTURE5.9Extra for brick work in superstructure above plinth level upto 1st floor level.cum152.25.10Extra for brick work in superstructure above 1st floor levelper floor : per cum1% of the rate of b/w from plinth per cum upto 1st floor level5.11Extra for brick work in square or rectangular pillars.cum303.55.12Extra for brick work in circular pillarscum2511.85.13Extra for brick work curved on plan upto a mean radius not exceeding 6 m.cum525.35.14Extra for making tapered surface of brick masonrysqm387.1HALF BRICK MASONRY5.15Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.sqm876.35.16Half brick masonry 2nd class (local 1st class) in cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure.sqm840.15.17Extra for half brick masonry in superstructure above plinth (floor one level) to floor two levelsqm26.85.18Extra for half brick masonry in superstructure above floor two level.1% of the rate of half brick work in plinth upto floor two levelMISCELLANEOUS:5.19Extra for cutting or chamfering of brick to required shape in masonry works.cum13.65.2Honeycomb brick work (75 mm) thick with first class brick in cement mortar 1:4 (1 cement: 4 coarse sand)sqm516.65.21Joining old brick work with new brick worksqm126.95.22Providing/fixing (75 mm) thick 2nd class (local first class) brick drip course at junctions of roofs and walls in cement mortar 1:4 (1 cement: 4 fine sand)Rm19.45.23Providing and fixing (125 mm) thick (75 mm) projected 2nd class (local first class) brick string course in cement mortar (1 cement :4 fine sand)Rm5.75.24Moulding & cornices in brick work with cement plaster 1:4 (1 cement: 4 fine sand) girth to be measured in cm and length in running metre.per girth10.75.25Extra for forming cavity 5 cm to 7.5 cm width in cavity walls with necessary weep and vent holes i/c use of cores and cost of providing and fixing bitumastic coated M.S. ties of 25 mm x 3 mm section at not less than 3 ties per sqm as per approved design.sqm665.26Providing half brick masonry 2nd class (local first class) in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure for closing cavity 5 to 7.5 cm width in cavity wall complete with 10 cm width bitumen felt type 3 grade-IRm251.95.27Extra for laying brick work in or under or liquid mud i/c cost of pumping and bailing out water and removing slush etc. complete.1 cum per depth291.85.28Extra for laying brick work in or under water, foul position.cum143.55.292nd class (local first class) brick work in plain arches in superstructure in cement mortar 1:4 (1 cement: 4 coarse sand) i/c centering and shuttering complete.cum8033.55.302nd class (local first class) brick work in gauged arches in superstructure in cement mortar 1:4 (1 cement: 4 coarse sand) i/c centering and shuttering complete.cum9506.35.31Mud-mortarcum390.75.323rd class (local mixed class) brick work in foundation & plinth in mud mortar.cum5620.8This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.

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SnSH:STONE WORKSL. NO.DESCRIPTION OF ITEMSUNITMSR 20116.1Dressing of sand stone in plain ashlar cyclopean.cum4692.36.2Dressing of sand stone in sunk or moulded work.cum12730.76.3Dressing of sand stone in ashlar punched (ordinary).cum46.10666666676.4Dressing of sand stone in arch, dome or circular moulded work.cum14865.76.5Dressing of sand stone for ashlar moulded and curved columns.sqm19520.76.6Dressing of sand stone in veneer work (average thickness 40 to 50 mm).sqm602.66.7Fixing charges for stone in veneer work.sqm448.26.8Fixing charges for stone work i/c pointing.cum3679.56.9Random rubble masonry in walls with hard stone of approved quality in foundation & plinth laid dry, well bonded faced with selected stone & built with bond or through stone evenly placed at the rate of two per square metre.cum1406.26.10Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:6 (1 cement:6 fine sand) i/c levelling up with cement concrete 1:6:12 (1 c : 6 f/s : 12 stone aggregate 20 mm nominal size) at plinth level.cum3300.36.11Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) squared rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:6 (1 cement:6 coarse sand) i/c levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 stone aggregate 20 mm nominal size) at plinth level.cum3338.76.12Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:3 (1 cement:3 coarse sand) i/c levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 stone aggregate 20 mm nominal size) at plinth level.cum4307.96.13Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in superstructure above plinth level & upto floor two level i/c levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand:12 graded stone aggregate 20 mm nominal size at window sills & ceiling level (instead of at plinth level).cum220.26.14Extra for additional lift for polygonal rubble masonry/random rubble masonry (uncoursed/brought to courses) /squared rubble masonry (unsoursed/brought to courses) with hard stone of approved quality in superstructure above floor two level.1% of the rate of stone work from plinth upto floor two level6.15Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in square or rectangular pillars.cum277.86.16Extra for R. R. masonry(uncoursed/ brought to courses) /squared rubble masonry (uncoursed /brought to courses) with hard stone of approved quality in circular pillars.cum800.96.17Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality curved on plain for a mean radius not exceeding 6m.cum308.36.18Squared rubble masonry coursed (1st sort) with hard stoneof approved quality in foundation & plinth in:6.18.1Cement mortar 1:6 (1 Cement: 6 fine sand).cum3554.86.18.2Cement mortar 1:6 (1 Cement: 6 coarse sand).cum3950.46.19Squared rubble masonry coursed (2nd sort) with hard stone of approved quality in foundation & plinth in:6.19.1(i) Cement mortar 1:6 (1 Cement: 6 fine sand).cum3655.56.19.2(ii) Cement mortar 1:6 (1 Cement: 6 coarse sand).cum3895.86.20Extra for squared rubble masonry coursed (1st or second sort) with hard stone of approved quality in superstructure above plinth level & upto floor two level.cum207.66.21Extra for additional lift of squared rubble masonry coursed (1st or second sort) with hard stone of approved quality in superstructure above floor two level.1% of the rate of stone work from plinth upto 1st floor level6.22Extra for squared rubble masonry coursed (1st or 2nd sort) with hard stone of approved quality in6.22.1Square or rectangular pillars.cum336.26.22.2Circular pillars.cum763.36.22.3Curved on plan for a mean radius not exceeding 6 m.cum257.56.23Pre-cast block masonry with cement concrete block of approved size and specifications in foundation & plinth in cement mortar 1:6 (1 Cement: 6 coarse sand)6.23.1a) Solid block.cum4194.46.23.2b) Hollow block having solid materials not less than 5% of the total volume of block and hollow filled with sand wherever required in plinth and foundation.cum1688.66.24Pre-cast concrete block masonry in partition walls 10cm thick with concrete block of approved size & specifications in cement mortar 1:4 (1 cement:4 coarse sand) solid block.sqm840.96.25Extra for pre-cast concrete block masonry (solid/ hollow) for6.25.1Works above plinth level upto floor two level.cum148.76.25.2Additional lift above floor two level.1% of the rate of precast block masonry from plinth level upto floor two level per cum per floor.6.26Providing and fixing hard stone of approved quality fine dressed & plain or chamfered sills or lintels of any size i/c setting in cement mortar 1:2 (1 Cement: 2 coarse sand) & providing same in one piece.cum15453.76.27Stone work in copings, cornices, string of courses & plinth courses in cement mortar 1:6 (1 Cement: 6 coarse sand) i/c pointing with white cement mortar 1:2 (1 white Cement: 2 stone dust) with an admixture of pigment matching the stone shade.cum12225.76.28Extra for stone work sunk or moulded in cornices.cum13996.26.29Stone work for wall lining etc. (veneer work) in cement mortar 1:3 (1 Cement: 3 coarse sand) i/c pointing in white cement mortar 1:2 (1 white Cement: 2 stone dust) with an admixture of pigment matching the stone shade6.29.140 mm thick.sqm1077.36.29.250 mm thicksqm1083.96.29.360 mm thicksqm1090.56.29.470 mm thicksqm1097.16.30Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 metre.cum59.16.31Extra for laying stone work in or under water & or liquid mud i/c cost of pumping or bailing out water & removing slush etc. complete.cum per m. metre311.56.32Extra for laying stone work in or under foul position.cum119.26.33Boulder filling dry hand packed tightly as in pitching & slush etc. complete wire crates apron bunds (wire crates to be measured separately).cum1007.86.34Boulder filling dry hand packed tightly as in pitching and wire crates vertical bunds with sloping face (with crates to be measured separately).cum11346.35Cutting openings through walls for doors, windows & other openings or enlarging existing openings, converting window into door openings etc. or cutting out defective masonry for under pining i/c providing, fixing & removing, shorting, cleaning & stacking stone & removing surplus to stone & rubbish off the premises.cum314.26.36Extra for under pinning of walls with squared stones (labour for cutting of old walls to be measured separately).cum529.56.37Forming jambs to openings with hard stone of approved quality fine dressing i/c cutting, toothing & properly bonding into old work i/c facing & pointing to match existing work complete.sqm295.16.38Making good under sills (or over arches, lintels & bressumers) i/c all pinnings when necessary.sqm490.9NOTES FOR STONE WORKS1Certain items in the standard nomenclature provide for different types of stone concrete block and mortar mix etc. in the same item on a group as in item numbers 10 to 20 etc. The exact nomenclature to be included in the contract shall be suitably rewarded so as to limit the scope of the item to the appropriate class of work required.2In item No. 31 the quantities shall be calculated by multiplying the depth of foundation below sub-soil water level into the quantity of stone work in cum for the same depth. The depth of foundation below sub-soil water level shall be measured correct to 0.1 m and 0.5 m or more shall be taken as 0.1 m and less than 0.05 m shall be ignored. In case of varying depth of foundation respective depth shall be multiplied with corresponding quantities of work.3Wherever lime putty is specified in the nomenclature, dry hydrated lime powder shall be provided such lime of standard quantity conforming to IS 712 is available. In such cases, the nomenclature may be suitably modified to provide for dry hydrated lime powder instead of lime putty.This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.

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WoSH:WOOD WORKSL. NO.DESCRIPTION OF ITEMSUNITMSR 2011FRAMES7.1Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position7.1.1Local best quality Uningthoucum35383.57.1.2Local best quality Leihaocum25315.97.2Extra for additional labour for circular works such as in frames of fan light.7.2.1Local best quality Uningthoucum3538.47.2.2Local best quality Leihaocum2531.6JOINERY WORKS7.3P/F 50 mm thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws.7.3.1Local best quality UningthouSqm3073.37.3.2Local best quality LeihaoSqm2945.77.4P/F 38 mm thick panelled, glazed or panelled and glazed shutters for doors windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws.7.4.1Local best quality UningthouSqm2692.57.4.2Local best quality LeihaoSqm2613.57.5Deduct if fixed (without hinges) are provided instead of openable shutters for doors, windows or clerestory windows with brass hinges.7.5.150 mm thick shutterSqm621.27.5.238 mm thick shutterSqm540.27.6P/F 40 mm. thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws.7.6.1First class Uningthou woodSqm3058.67.6.2Leihao woodSqm2388.97.6.3Uchan/TairenSqm2382.87.7P/F 40 mm. thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished or black enamelled M.S. Iron butt hinges with necessary screws.7.7.1Uningthou woodSqm22187.7.2Leihao woodSqm2136.87.7.3Uchan/TairenSqm1897.97.8P/F 35 mm. thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished or black enamelled M.S. Iron butt hinges with necessary screws.7.8.1Uningthou woodSqm1914.47.8.2Leihao woodSqm1891.97.8.3Uchan/TairenSqm1703.67.9P/F 25 mm thick panelled and glazed or panelled or glazed shutters for cupboard i/c black-enamelled or bright finished M.S. butt hinges with necessary screws.7.9.1Uningthou woodSqm1524.87.9.2Leihao woodSqm1475.27.9.3Uchan/TairenSqm1331.77.10Extra if following sheet glass panes are used instead of ordinary glass panes in glazed or panelled and glazed doors, windows and clerestory windows (total area of shutter to be measured)7.1.1Frosted glass colourless 3 mm thickSqm307.1.2Plain glass sheet 6 mm thickSqm2867.11P/F flush door shutters decorative type core of Block Board construction with frame of 1st class hard wood and well matched 1st. Class Indian teak ply veneering with vertical or cross board and face veneers 3 mm. thick on faces of shutters i/c providing brass butt hinges with necessary screws etc. complete as directed and specified.7.11.140 mm thick (Single leaf).Sqm2894.67.11.235 mm thick (Single leaf).Sqm2424.17.11.325 mm thick (Single leaf).Sqm2111.57.12P/F flush door shutters commercial type core of Block Board construction with frame of 1st class hard wood and well matched commercial ply veneering with vertical grains or cross band and face veneers 3 mm thick on both faces of shutters i/c providing brass butt hinges with necessary screws etc. complete as directed and specified.7.12.140 mm thick (Single leaf).Sqm2383.67.12.235 mm thick (Single leaf).Sqm1792.97.12.325 mm thick (Single leaf).Sqm1600.57.13P/F flush door shutters commercial type core of Block Board construction with frame of 1st class hard wood and well matched 1st. Class Indian teak ply veneering with vertical grains or cross bands and face veneers 3 mm thick on one face and commercial ply veneering with vertical grains or cross bands and face veneers 3 mm thick and other face of shutter i/c providing brass butt hinges with necessary screws as directed and specified.7.13.140 mm thick (Single leaf).Sqm2660.27.13.235 mm thick (Single leaf).Sqm2147.67.13.325 mm thick (Single leaf).Sqm18717.14P/F flush door shutters decorative type core of Block Board construction with frame of 1st class hard wood and well matched 1st. Class Indian teak ply veneering with vertical or cross board and face veneers 3 mm. thick on faces of shutters (hinges and screws to be measured and paid separately).7.14.140 mm thick (Single leaf).Sqm2348.37.14.235 mm thick (Single leaf).Sqm2222.17.14.325 mm thick (Single leaf).Sqm1909.57.15P/F flush door shutters commercial type core of Block Board construction with frame of 1st class hard wood and well matched commercial ply veneering with vertical grains or cross board and face veneers 3 mm thick on both faces of shutters (hinges and screws to be measured and paid separately).7.15.140 mm thickSqm2317.57.15.235 mm thickSqm1590.97.15.325 mm thickSqm1398.57.16P/F flush door shutters commercial type core of Block Board construction with frame of 1st class hard wood and well matched 1st. Class Indian teak ply veneering with vertical grains or cross bands and face veneers 3 mm thick on one face and commercial ply veneering with vertical grains or cross bands and face veneers 3 mm thick and other face of shutters (hinges and screws to be measured and paid separately).7.16.140 mm thick (Single leaf).Sqm2113.97.16.235 mm thick (Single leaf).Sqm1945.67.16.325 mm thick (Single leaf).Sqm1669.17.17P/F 38 mm thick battened framed door shutter i/c bright finished or black enamelled Iron butt hinges with necessary screws.7.17.1Local best quality UningthouSqm1732.97.17.2Local best quality LeihaoSqm16547.17.3Local best quality Tairen/UchanSqm1528.37.18P/F 20 mm. thick battened door and window shutters with necessary ledges and braces 25 mm i/c bright finished or/and black enamelled M.S. Iron T-hinges with necessary screws7.18.1Local best quality UningthouSqm2102.57.18.2Local best quality LeihaoSqm2019.37.19P/F 40 mm thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished M.S. butt hinges with necessary screws.7.19.1Uningthou wood shutter with 12 mm thick teak wood particle board.Sqm2364.67.19.2Tolhao wood shutter with 12 mm thick teak wood particle board.Sqm20337.20Providing & fixing 35 mm thick panelled glazed shutter for doors windows and clerestory windows i/c anodised aluminium butt hinges with necessary screws.7.20.11st class Uningthou wood shutter with 12 mm thick teak wood particle board.Sqm2028.37.20.2Leihao wood shutter with 12 mm thick wood particle board.Sqm1970.27.21Providing & fixing 25 mm thick panelled & glazed shutters for cup-board etc. i/c anodised aluminium butt hinges with necessary screws.7.21.1Uningthou wood shutter with 12 mm thick teak wood particle board.Sqm1516.87.21.2Leihao wood shutter with 12 mm thick wood particle board.Sqm1502.97.22Providing & fixing panelled, glazed or panelled & glazed shutter for door, windows, clerestory window, cup board shutters with ply wood/particle board/ hard board/Asbestos sheet i/c providing anodised aluminium butt hinges/M.S. black enamelled but hinges/bright finished brass hinges with screws etc. complete for all sizes (Particle board/ply wood/ hard board/Asbestos sheet/glass/hinges & screws to be measured & paid for separately).7.22.140 mm thick7.22.1.1Uningthou woodSqm2542.17.22.1.2Tolhao woodSqm2155.27.22.235 mm thick7.22.2.1Uningthou woodSqm2149.77.22.2.2Leihao woodSqm2081.87.22.325 mm thick7.22.3.1Uningthou woodSqm1581.87.22.3.2Leihao woodSqm1565.67.23P/F plain trellis of work or 40 x 12 mm laths placed 4 mm apart (frames to be paid separately) i/c fixing 50 x 12 mm beading complete with7.23.1Uningthou woodSqm1313.17.23.2Leihao woodSqm722.67.24P/F plain trellies door and window shutter i/c bright or black enamelled M.S. butt hinges with necessary screws 40 X 12 mm laths placed 40 mm apart (frames to be paid separately) i/c fixing 50 X 12 mm beading complete with7.24.1Uningthou woodSqm2536.37.24.2Leihao woodSqm2414.27.25P/F 38 mm thick wire gauged shutter using galvanised M.S. wire gauge designation 140G with wire of dia 0.56 mm for doors, windows & clerestory windows i/c providing hinges with necessary screws complete.7.25.1Black enamelled iron hinges7.25.1.1Local best quality UningthouSqm1714.57.25.1.2Local best quality LeihaoSqm1680.77.26Providing & fixing 38 mm thick louvered shutter with fixed venetians 12 mm thick for windows i/c bright finished or/and black enamelled iron hinges with necessary screws.7.26.1Local best quality UningthouSqm2408.67.26.2Local best quality LeihaoSqm2346.27.27Providing & fixing compound gate as per standard design i/c M.S. straps, clamps, pintle sets pin clamps fixed in cement concrete block (50 x 30 x 20 cm) of 1:3:6 mix (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge)complete with.7.27.1Local best quality UningthouSqm2179.77.27.2Local best quality LeihaoSqm2114.37.28Providing & fixing local best quality plain lining tongued & grooved/on & i/c wooden plug complete with necessary screws & priming coat on unexposed surface.7.28.1Local best quality Uningthou (38 mm thick).Sqm1528.17.28.2Local best quality Leihao (25 mm thick).Sqm1069.47.29Providing & fixing local best quality plain lining tongued & grooved on & i/c wooden plug complete with necessary screws & priming coat on unexposed surface.7.29.119mm thick7.29.1.1Local best quality UningthouSqm898.67.29.1.2Local best quality LeihaoSqm870.87.29.212 mm thick7.29.2.1Local best quality UningthouSqm6617.29.2.2Local best quality LeihaoSqm643.87.30Supplying and fixing wooden beads (fillets) wherever necessary in ceiling works etc. with using thin beads/ fillets.7.30.140 mm x 12 mmRm29.37.30.262 mm x 12 mmRm39.17.31Providing 50 x 50 x 50 mm Uningthou plug i/c cutting brick work & fixing in cement mortar 1:3 & making good the work.each127.32Providing & fixing 38 mm thick plain framed panelled with necessary screws & priming coat on unexposed surface etc. complete.7.32.1Local best quality UningthouSqm2307.47.33Providing & fixing local best quality Uningthou grounds 50 x 25 mm i/c priming coat complete.Sqm79.67.34Providing & fixing local best quality Uningthou jamb lining with necessary screws, priming coat on unexposed surface etc complete.7.34.1Uningthou wood in planks (38 mm thick).Sqm2796.57.34.2Uningthou wood in planks (25 mm thick).Sqm2272.7This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.7.35Providing & fixing 3 mm thick ply wood plain lining with necessary screws, priming coat on unexposed surface etc. complete.7.35.1Teak ply facing of approved manufacture.Sqm971.17.35.2Commercial ply facing of approved manufactureSqm598.97.36Providing & fixing 38 mm thick local best quality Uningthou lining with raised panel & bolection mouldings complete as per design with necessary screws & priming coat on unexposed surface.Sqm3378.97.37Providing & fixing 38 mm local best quality Uningthou plain panelling with skirting chair rails & cornice with necessary screws, priming coat on unexposed surface etc.Sqm3240.77.38Providing & fixing 25 mm thick plain local quality Uningthou skirting with necessary screws & priming coat on unexposed surfaceSqm1964.77.39Providing & fixing Uningthou wood moulded beading to door & window frames with iron screws, plugs & priming coat on unexposed surface.7.39.150 x 12 mmRm59.17.39.250 x 19mmRm71.97.40Providing & fixing all types of Uningthou mouldings such as base moulding chair rail, architrave moulded post, moulding skirting i/c necessary screws & painting on unexposed surface with wood primer of approved quality etc. complete.m-cm32.67.41Providing & fixing 12 mm thick & 100m wide pelmet with 25 mm dia wooden curtain rod & bracket i/c fixing with 25x3 mm M.S. flat 10 cm long & plugs complete with painting, polishing oiling as required (Local best quality Uningthou).Rm218.27.42Providing & fixing 12 mm thick & 150 mm wide pelmet with 25 mm dia wooden curtain rod & bracket i/c fixing with 25x3 mm M.S. flat 10cm long & plugs etc. complete with painting, polishing or oiling as required (Local best quality Uningthou).Rm276.37.43Providing & fixing 25 mm dia local best quality Uningthou curtain rods with brackets, plugs, etc. wherever required i/c painting polishing or oiling as required.Rm87.17.44Providing & fixing 38 mm panelled, glazed or panelled & glazed partition fixed to frames with iron screws etc. complete (frames to be paid separately).a) Local best quality UningthouSqm1891.57.45Providing and fixing plain asbestos sheet 6 mm thick in partition i/c fixing to frames with brass screws etc. complete with 50 x 12 mm local best quality Uningthou beading (frame to be paid separately)Sqm514.67.46Providing & fixing in partition 3 mm thick hard board of approved quality i/c fixing in frames with brass screws etc. complete with 50 x 12 mm local best quality Uningthou beading (frames to be paid separately).Sqm346.67.47Providing & fixing 40 mm panelled, glazed or panelled & glazed partition fixed to frames with iron screws etc. complete (frames to be paid separately) with7.47.1Uningthou woodSqm1808.87.47.2Tolhao woodSqm1451.37.48Providing & fixing teak ply wood 3 mm thick in partition i/c fixing to frames with brass screws etc. complete with 50 x 12 mm first class Uningthou wood beading (frames to be paid separately)Sqm707.67.49Providing beams i/c hoisting, fixing in position & applying wood preservative on unexposed surface etc. complete (Uningthou).cum33878.47.50Providing joist (Korries) i/c hoisting, fixing in position & applying wood preservative on unexposed surface etc.7.50.1Uningthou woodcum33133.67.50.2Leihao woodcum31784.67.51Providing wood work in trusses, purlins, rafter, posts, post plate wall plate & the like wrought framed hoisted & fixed in position.7.51.1First class Uningthou woodcum40208.87.51.2Leihao woodcum37706.47.51.3Uchan/Tairen/Tolhao/Khangra.cum28387.17.52Providing wood work in frame of false ceiling, partition etc sawn & put up in position.7.52.1First class Uningthou woodcum29091.57.52.2Uchan/Tairen woodcum20150.27.52.3Leihao woodcum27973.87.5325 mm thick shelves supported on 40 x 40 x 6 mm on T or L iron bracket fixed at suitable distance but not exceeding 75cm apart in 7.5 x 7.5 x 15cm blocks of cement concrete mix 1:3:6 (1 cement:3 coarse sand: 6 stone aggregate 20 mm nominal gauge).7.53.1Local best quality Uningthou wood in planksSqm1331.37.53.2Local best quality Leihao wood in planksSqm1309.97.5438 mm thick wooden shelves supported on 40 x 40 x 6 mm T or L iron brackets fixed at suitable distance but not exceeding 75cm apart in 7.5 x 7.5 x 15 cm blocks of cement concrete 1:3:6 (1 cement:3 coarse sand :6 stone aggregate).7.54.1Local best quality UningthouSqm1743.77.54.2Local best quality Leihao woodSqm1650.77.55Providing & fixing M.S. round or square bars at required spacing in windows frame of window & clerestory window.Kg63.17.56Providing & fixing M.S. round or square bar with M.S. flats at required spacing in wooden frame of window clerestory window.Kg65.17.57Providing & fixing fly proof galvanised M.S. wire gauge of IS gauge of designation 14 O.G. with wire of diameter 0.56 mm to window & clerestory window i/c 62 x 19 mm beading of7.57.1Local best quality UningthouSqm392.87.57.2Local best quality LeihaoSqm279.47.58Providing 40 x 3 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts & wooden plugs & embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge).each94.77.59Providing & fixing local ballies in post, purlins, rafter, post plate etc. i/c cost of iron nails & spikes required & applying wood preservative on all exposed surface.7.59.175 mm dia.Rm51.17.59.2100 mm dia.Rm70.97.59.3125 mm dia.Rm74.97.59.4150 mm dia.Rm110.67.60Providing local ballies in trusses i/c cost of iron nails & spikes required & applying wood preservative on all exposed surfaces.7.60.175 mm dia.Rm80.87.60.2100 mm dia.Rm100.77.60.3125 mm dia.Rm104.67.60.4150 mm dia.Rm140.47.61Providing & fixing Uningthou wood stair case hollow post made of 20 mm thick planks i/c moulding.Rm2882.87.62Providing & fixing 30 mm wrought treads with rounded nosings & 20 mm wrought risers tongued both edges, glued, wedged & blocked complete in Uningthou wood.Rm1895.87.63Providing & fixing 40 mm wrought treads with rounded nosings & 25 mm wrought risers tongued both edges, glued wedged & block complete in Uningthou wood.Rm2395.87.64Extra for treads and risers in windows ( measured net, both treads and risers)Rm379.27.65Providing & fixing rounded nosings 75 mm wide & 30 mm to 40 mm thick, fixed to edges of landings to match stair treads rebated to suit thickness of flooring as required tongued & grooved i/c returned edges complete in Uningthou wood.Rm161.17.66Providing & fixing 75 mm to 60 mm rounded hand rails in straight lengths complete in Uningthou wood.Rm252.47.67Providing and fixing 75 x 60 mm moulded hand rail in straight lengths complete in Uningthou wood.Rm378.67.68Providing & fixing 75 mm x 60 mm Uningthou caps turned to match the hand rails & mitred in i/c/hand rail screws & dowels (dia of cap to be twice the width of the hand rail 75 mm x 60 mm)each277.77.69Providing & fixing 75 mm x 60 mm Uningthou wood scrols to suit to rounded hand rails (dia of scrolls to be three times the width of hand rails 75 mm x 60 mm).each416.67.70Providing & fixing 75 mm x 60 mm Uningthou wood scrolls made to suit the moulded hand rails (dia of scrolls to be three times the width of hand rails 75 mm x 60 mm).each520.77.71Providing Uningthou wood mortices for strings & hand rails with sectional area exceeding 100 mm x 100 mm wrought with square, rounded chamfered or step chamfered edges.cum36007.67.72Providing Uningthou wood mortices for strings & hand rails with sectional area not exceeding 100 mm x 100 mm wrought with square, rounded, chamfered & step chamfered.cum41174.77.73Providing rounded mitred ends to top of newels.each159.97.74Providing & fixing 25 mm x 25 mm Uningthou wood balusters 25 mm x 25 mm square, wrought fixed with ends housed (square or splay) to hand rails & treads or strings complete.Rm140.27.75Providing & fixing M.S. grills of required pattern to wooden frames of window etc with M.S. flats at required spacing & frames all round bars with round headed bolts & nuts or by screws.a) Plain grill.Kg68.3b) Ornamental grill.Kg127.97.76Providing & fixing expanded metal 20 x 60 mm strands 3.25m wide & 1.6 mm thick for windows etc. i/c 60 x 20 mm beading of 1st class Uningthou.Sqm215.97.77Providing & fixing bright finished steel 100 mm door mortice latch & lock & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality).Sqm384.77.78Providing & fixing bright finished brass 100 mm door mortice latch with one dead bolt & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality).each5537.79Providing & fixing bright finished brass hand drawn hooks & eyes.7.79.1150 mm.each553.97.79.2100 mm.each29.77.80Providing & fixing M.S. pressed butt hinges bright finished with necessary screws etc. complete.7.80.1125 x 65 x 3 mmeach39.77.80.2100 x 58 x 2 mmeach30.37.80.375 x 47 x 1.7 mmeach20.27.80.450 x 3.7 x 1.5 mmeach10.47.81Providing & fixing M.S. pressed parliamentary hinges with necessary screws etc. complete7.81.1150 x 125 x 27 x 2.80 mmeach57.57.81.2125 x 125 x 27 x 2.50 mmeach47.77.81.3100 x 125 x 27 x 2.50 mmeach43.47.81.475 x 100 x 20 x 2.24 mmeach41.17.82Providing & fixing M.S. single acting spring hinges bright finished with necessary screws.7.82.1150 mm.each127.67.82.2125 mmeach119.47.82.3100 mmeach107.87.83Providing & fixing M.S. double acting spring hinges bright finished with necessary screws.7.83.1150 mmeach197.77.83.2125 mmeach177.87.83.3100 mmeach160.37.84Providing & fixing M.S. Tee hinges bright finished or/& black enamelled with necessary screws etc. complete.7.84.1300 x 115 x 2.24 mmeach1497.84.2250 x 100 x 2.24 mmeach131.57.85Providing and fixing M.S. sliding bolts bright finished or black enamelled with nuts & screws etc. complete.7.85.1300 x 16 mmeach169.37.85.2250 x 16 mmeach139.57.86Providing and fixing Brass sliding bolts bright finished or black enamelled with nuts & screws etc. complete.7.86.1300 x 16 mmeach411.87.86.2250 x 16 mmeach3497.87Providing and fixing Aluminium sliding bolts bright finished or black enamelled with nuts & screws etc. complete.7.87.1300 x 16 mmeach283.67.87.2250 x 16 mmeach207.27.88Providing & fixing M.S. Tower bolts (barrel type) with screws etc. complete.7.88.1250 x 10 mmeach150.67.88.2200 x 10 mmeach109.17.88.3150 x 10 mmeach97.57.88.4100 x 10 mmeach73.27.89Providing & fixing Brass Tower bolts (barrel type) with screws etc. complete.7.89.1250 x 10 mmeach409.17.89.2200 x 10 mmeach381.37.89.350 x 10 mmeach2887.89.4100 x 10 mmeach205.47.90Providing & fixing Aluminium Tower bolts (barrel type) with screws etc. complete.7.90.1250 x 10 mmeach208.97.90.2200 x 10 mmeach190.87.90.3150 x 10 mmeach144.27.90.4100 x 10 mmeach96.67.91Providing & fixing M.S. handles with necessary screws etc. complete.7.91.1125 mmeach33.27.91.2100 mmeach29.77.91.375 mmeach21.53576257.92Providing & fixing Brass handles with necessary screws etc. complete.7.92.1125 mmeach156.47.92.2100 mmeach139.77.92.375 mmeach110.57.93Providing & fixing Aluminium handles with necessary screws etc. complete.7.93.1125 mmeach91.27.93.2100 mmeach79.57.93.375 mmeach50.37.94Providing and fixing M.S. hooks and eyes.7.94.1300mmeach32.73163541677.94.2250 mmeach29.27.94.3200 mmeach22.27.94.4150 mmeach18.17.94.5100 mmeach13.57.95Providing & fixing M.S. safety hasps & staples with necessary screws etc. complete.7.95.1150 mm.each28.47.95.2115 mmeach22.27.95.390 mmeach18.1

&L&8Chapter 01 - EARTHWORK&RMANIPUR SCHEDULE OF RATES&C

&P

StSH:STEEL WORKSSL. NO.DESCRIPTION OF ITEMSUNITMSR 20118.1Steel work in single sections, i/c cutting, hoisting, fixing in position & applying a priming coat of red lead paint.8.1.1In R.S. JoistQ8901.58.1.2In M.S. Flat/PlateQ6764.28.1.3In channel, angles & tees.Q6619.48.2Steel Work rivetted in built up sections framed work,i/c cutting, hoisting, fixing in position & applying a priming coat of red lead paints.8.2.1In beams and joists with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.Q9470.68.2.2In beams and channels, angles, tees with connecting plates or angle cleats as in main and cross beams, hips and jack rafters, purlins connected to common rafter and the like.Q8564.88.2.3In beams, flats with connecting plates or angle cleats as in main and cross beams, hips and jack rafters, purlin connected to common rafters and the like.Q8474.38.2.4In rolled joist with or without stiffners in grillage (the weight of stiffeners shall be added to the weight of joists).Q8729.18.2.5In single stanchion composed of rolled joists or channel with caps, bases, splices, angle brackets etc.Q9135.98.2.6In trusses and trussed purlins upto 25 m span and 15 m over all height.Q10551.98.2.7In stair cases including stringers, treads, landings, hand rails etc.Q8812.58.2.8In gratings, framed guard bars, ladders, railings, brackets and similar works.Q8268.48.2.9In straps, wall ties, inserts, knee pieces and similar work.Q6451.28.3Steel Work bolted in built up section framed work i/c cutting hoisting, fixing in position & applying a priming coat of red lead paint.8.3.1In R.S. joists with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like.Q9608.98.3.2In beams & channels, angles, Tees with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like.Q82318.3.3In flats with connecting plates or angle cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like.Q8621.18.3.4In rolled joists with or without stiffners in grillage (the weight or stiffness shall be added to the weight of joists.)Q9467.98.3.5In single stanction composed of rolled joists or channels with caps, bases, splices, angle brackets etc.Q7974.18.3.6In trusses & trussed purlins upto 25m span & 15m over all height.Q8606.58.3.7In staircases i/c stringers, treads, landings, hand rails etc.Q8617.88.3.8In gratings, framed guard bars, ladders, railings, brackets and similar works.Q8295.98.3.9In straps, wall ties, inserts, knee pieces & similar works.Q6485.68.4Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .8.4.1In beams & joists with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like.Q9318.78.4.2In beams & channels, angles, Tees with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like.Q6936.68.4.3In beams, flats with connecting plates or angle cleats as in main & cross beams, hip &j ack rafters, purlins connected to common rafter and the like.Q75228.4.4In rolled joists with or without stiffners in grillage (the weight or stiffness shall be added to the weight of joists.)Q6353.38.4.5In single stanchion composed of rolled joists or channels with caps, bases, splices, angle brackets etc.Q8971.58.4.6In trusses & trussed purlins upto 25m span & 15m over all height.Q8765.28.4.7In staircases i/c stringers, treads, landings, hand rails etc.Q9039.98.4.8In gratings, framed guard bars, ladders, railings, brackets and similar works.Q8966.88.4.9In straps, wall ties, inserts, knee pieces & similar works.Q6435.68.5Providing & fixing in position collapsible steel shutters with vertical channels 20mm X 10 mm X 2 mm & braced with flat iron diagonals 20 mm X 5 mm sizes with top & bottom rails of T iron 40 mm X 40 mm X 6 mm with 38 mm dia steel pulleys complete with bolts & nuts, locking arrangement, stoppers, handles i/c applying a priming coat of red lead paint.Sqm49628.6Providing & fixing 1mm thick M.S. sheet sliding shutters & frames & diagonal braces of 40 X 40 X 6 mm angle iron, 3.15 mm M.S. gusset plates at junction & corners 25 mm dia pulley 40 X 40 X6 mm angle & T iron guard rail at the top & bottom respectively with handles,stoppers & locking arrangement etc. i/c applying a priming coat of red lead paint.Sqm3575.48.7P/F 1 mm thick M.S. sheet garrage doors with frame of 40 X 40 X 6 mm, angle iron 3.15 mm M.S. gusset plate at the junction of corners with handles, stoppers of locking arrangement etc. i/c applying a priming coat of red lead paint.8.7.1Using M.S. angles 40 x 40 x 6mm for diagonal braces.Sqm3179.58.8Providing and fixing rolling shutters of approved make made of 80mm wide M.S. laths interlocked together through their entire length or jointed together at the end by end brackets plates, (guides) channels of arrangements for inside and outside locking with push pull operation complete but excluding the cost of hood cover and spring.8.8.1Shutters having width below 3.5m.Sqm1571.88.8.2Shutters having width 3.5m and above.Sqm2651.18.9Providing & fixing 27.5 cm. long wire spring grade no.2 for rolling shutters.each595.18.10Providing & fixing hood cover for rolling shutters.8.10.1Shutters having width below 3.5m.Rm5478.10.2Shutters having width 3.5m and above.Rm649.28.11Providing and fixing ball bearing for rolling shutters.each396.78.12Extra for providing (gear operated, mechanical) type8.12.1Rolling shutters operated by level gear box and crank handle exceeding 12.00 sqm upto 25.0 sqm in area (average say 18.5 sqm)Sqm1118.18.12.2Rolling shutters operated by chain wheel and hand chain exceeding 25.00 sqm upto 35.0 sqm in area ( average say 30.0 sqm)Sqm637.28.13Fixing standard steel doors, windows and ventilators in walls with 16x3.15 lugs 10 cm long embedded in cement concrete block 15x10x10 cm size of 1:3:6 (1 cement: 3 coarse sand: 6 stone aggrt. 20 mm nominal size) or with wooden plugs & screws or rawl plugs & screws or with fixing clips or with bolts & nuts as required with lugs (only steel doors/windows/ventilators) shall be supplied for fixing free of cost at site of work or cost of supply of one or more of these materials shall be paid under separate items.Sqm181.28.14Providing & fixing mild steel rings of 6 mm round bar & 40 mm internal dia for fastening ropes of chicks.each34.98.15Providing & fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying i/c painting the exposed portion of loop, all per standard design complete.each119.38.16Providing & fixing M.S. round holding down or anchor bolts with nuts & washer plates complete.Q6569.98.17Providing & fixing M.S. bolts of sizes with nuts & washers complete.Q15623.58.18Providing & fixing M.S. rivets of sizes in position.Q15916.28.19Supplying of H.D. bolts with 40 mm X 6 mm F.B.'U' shape 106 cm long.each231.98.20Supplying H.D. bolts 106 cm. long with 12 mm dia iron rod for fixing the post plate or wall plate i/c cost of nuts.each1058.21Supplying H.D. bolts 106 cm. long with 16 mm dia iron rod for fixing the plate i/c. cost of nuts.each137.98.22Supplying H.D. bolts 1.68 m long with 16 mm dia iron rod & 12 mm X 12 mm base plate for fixing post plate or wall plate i/c. cost of nuts.each187.18.23Supplying door & window clamps with 40 mm X 6 mm F.B. 80 cm long i/c. bends.each169.18.24Supplying 40 mm X 3 mm X 275 mm F.B. twisted plate i/c cost of bolts & nuts.each51.68.25Providing & fixing 40 mm X 6 mm F.B. wind ties to G.I. Sheet roof with hook bolts.Rm142.48.26P/F 20 X 6 mm mild steel clamp 6 cm long securing chick tops.each82.98.27Extra over grated item 15 for P/F M.S. for clamp type 2 as per standard design in R.C.C. beam during laying towards the additional height of the clamp due to beam rib.Rm190.6This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km.Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.

&L&8Chapter 01 - EARTHWORK&RMANIPUR SCHEDULE OF RATES&C

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FlSH:FLOORINGSL. NO.DESCRIPTION OF ITEMSUNITMSR 20119.1Brick flooring 2nd class (local first class) brick on edge in cement mortar 1:4 (1 cement:4 fine sand).Sqm785.79.22nd class (local first class) brick on edge flooring in cement mortar 1:6 (1cement:6 coarse sand).Sqm746.69.32nd class (local first class) brick on edge flooring in cement mortar 1:6 (1cement:6 coarse sand).Sqm601.29.42nd class (local first class) flat brick flooring in cement mortar 1:4 (1cement: 4 fine sand)Sqm526.99.5Flat brick flooring with 2nd class (local first class) bricks in cement mortar 1:6 (1 cement: 6 coarse sand).Sqm495.79.6Dry flat brick flooring with 3rd class (local mixed class) bricks & filling joints with fine sand.Sqm362.39.775 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.Sqm564.99.850 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.Sqm4169.940 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.Sqm355.59.1025 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.Sqm267.19.11Ce