DSR REPORT

DSR REPORT

Name Building Works Based On CPWD skeleton Year 2013-2014

PWD UTTRAKHAND

Chapter Name Earth Work

Rate In (Rs.)

UnitItem Description Rate

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 minwidth as well as 10 sqm on plan including disposal of excavated earth upto 50 m andliftupto 1.5 m, disposed soil to be levelled and neatly dressed.

1-2-1

sq.mEarth work in excavation in all kinds of soils.62211 1-2-1-1 34.60

Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with ½ tonne roller orwooden or steel rammers, and rolling every 3rd and top-most layer with power rollerof minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions, lead upto 50 mand lift upto 1.5 m

1-2-2

cu.mEarth work in rough excavation, banking excavated earth, breaking clods, watering& rolling in all Kinds of soil.

62212 1-2-2-1 264.10

Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, androllingevery 3rd and top-most layer with power roller of minimum 8 tonnes and dressingup, inembankments for roads, flood banks, marginal banks, and guide banks etc., leadupto50 m and lift upto 1.5 m.

1-2-3

cu.mBanking excavated earth in layers not exceeding 20 cm. in depth (all kinds of soils)62213 1-2-3-1 164.50

cu.mDeduct for not rolling with power roller of minimum 8 tonnes forbanking excavated earth in layers not exceeding 20 cm in depth.

62214 1-2-4 1.80

cu.mDeduct for not watering the excavated earth for banking62215 1-2-5 10.50

Earth work in excavation by mechanical means (Hydraulic excavator)/ manualmeansover areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan)includingdisposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to belevelled and neatly dressed.

1-2-6

Block 6 Bhatwari (UTTARKASHI)Rate Card Effective Date 17/05/2013

Building Works Based On CPWD skeleton - 2013-2014 -17/05/2013 - 1-2

11/06/13 10:54 of 169

Rate In (Rs.)


cu.mExcavation in all kinds of soil62216 1-2-6-1 204.00

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manualmeansover areas (exceeding 30 cm in depth, 1.5m in width as well as-10 sqm on plan)includingdisposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to belevelled and neatly dressed.

1-2-7

cu.mOrdinary rock62217 1-2-7-1 275.50

cu.mHard rock (requiring blasting)62218 1-2-7-2 534.30

cu.mHard rock (blasting prohibited)62219 1-2-7-3 588.60

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manualmeansin 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, includinggettingout the excavated soil and disposal of surplus excavated soil as directed, within aleadof 50 m.

1-2-8

cu.mAll kinds of soil.62220 1-2-8-1 206.60

Excavation work by mechanical means (Hydraulic Excavator)/ manual means infoundation trenches or drains not exceeding 1.5 m in width or 10 sqm on planincludingdressing of sides and ramming of bottoms lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soils as directed, within a lead of50m.

1-2-9

cu.mOrdinary rock62221 1-2-9-1 292.70

cu.mHard rock (requiring blasting)62222 1-2-9-2 614.10

cu.mHard rock (blasting prohibited)62223 1-2-9-3 600.60

Excavating trenches of required width for pipes, cables, etc including excavation forsockets and dressing of sides, ramming of bottoms, depth upto 1.5 m includinggettingout the excavated soil and then returning the soil as required, in layers not exceeding20cm 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 :

1-2-10

All kinds of soil1-2-10-1

metrePipes, cables etc, not exceeding 80 mm dia.62224 1-2-10-1-1 133.80

metrePipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.62225 1-2-10-1-2 218.60

metrePipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.62226 1-2-10-1-3 341.20



11/06/13 10:54 of 169

Rate In (Rs.)


metreExtra for excavating trenches for pipes, cables etc. in all kinds of soilfor depth exceeding 1.5 m, but not exceeding 3 m. (Rate is overcorresponding basic item for depth upto 1.5 metre).

62227 1-2-11 289.80

metreExtra for excavating trenches for pipes, cables, etc, in all kinds ofsoil for depth exceeding 3 m in depth, but not exceeding 4.5 m.(Rate is over corresponding basic item for depth upto 1.5 metre.)

62228 1-2-12 739.40

Excavating trenches of required width for pipes, cables, etc, including excavation forsockets, depth upto 1.5 m including getting out the excavated materials, returningthesoil as required in layers not exceeding 20 cm in depth including consolidating eachdeposited layers by ramming, watering etc. stacking serviceable material formeasurements and disposal of unserviceable material as directed, within a lead of50m :

1-2-13

Ordinary rock1-2-13-1

metrePipes, cables etc. not exceeding 80 mm dia.62229 1-2-13-1-1 177.40


metrePipes, cables exceeding 300 mm dia but not exceeding 600mm dia62231 1-2-13-1-3 505.50

Hard rock (requiring blasting)1-2-13-2



metrePipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia.62234 1-2-13-2-3 940.30

Hard rock (blasting prohibited)1-2-13-3



metrePipes, cables etc. exceeding 300 mm dia but notexceeding 600mm dia.

62237 1-2-13-3-3 922.20

metreExtra for excavating trenches for pipes, cables, etc. in ordinary/hardrock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is overcorresponding basic item for depth upto 1.5 metre.)

62238 1-2-14 1,631.20

metreExtra for excavating trenches for pipes, cables, etc. in ordinary/hardrock exceeding 3m in depth but not exceeding 4.5 m. (Rate is overcorresponding basic item for depth upto 1.5 metre.)

62239 1-2-15 2,003.70

Close timbering in trenches including strutting, shoring and packing cavities(wherever required) complete. (Measurements to be taken of the face area timbered).

1-2-16

sq.mDepth not exceeding 1.5 m.62240 1-2-16-1 123.70

sq.mDepth exceeding 1.5 m but not exceeding 3 m.62241 1-2-16-2 130.30



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mDepth exceeding 3 m but not exceeding 4.5 m.62242 1-2-16-3 129.60

Close timbering in case of shafts, wells, cesspits, manholes and the like includingstrutting, shoring and packing cavities (wherever required) etc. complete.(Measurements to be taken of the face area timbered).

1-2-17




Close timbering over areas including strutting, shoring and packing, cavities(wherever required) etc. complete. (Measurements to be taken of the face areatimbered):

1-2-18




sq.mExtra for planking, strutting and packing materials for cavities (inclose timbering) if required to be left permanently in position. (Facearea of timber permanently left to be measured).

62249 1-2-19 1,680.10

Open timbering in trenches including strutting and shoring complete(measurements to be taken of the face area timbered)

1-2-20



sq.mDepth exceeding 3 m but not exceeding 4.5 m62252 1-2-20-3 72.30

Open timbering in case of shafts, wells, cesspits, manholes and the like includingstrutting and shoring complete (Measurements to be taken of the face areatimbered)

1-2-21




Open timbering over areas including strutting, shoring etc. complete.(Measurements to be taken of the face area timbered)

1-2-22




sq.mExtra for planking and strutting in open timbering if required to be leftpermanently in position. (Face area of the timber permanently left tobe measured).

62259 1-2-23 853.50



11/06/13 10:54 of 169

Rate In (Rs.)


Extra rates for quantities of works, executed: (The extra percentage rate is applicablein respect of each item but limited to quantities of work executed in thesedifficult conditions).

1-2-24

metreIn or under water and/ or liquid mud, including pumping out water as required.62260 1-2-24-1 0.00

metreIn or under foul position, including pumping out water as required.62261 1-2-24-2 0.00

cu.mFilling 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, leadup to 50 m and lift upto 1.5 m.

62262 1-2-25 76.60

Extra for every additional lift of 1.5 m or part thereof in.1-2-26

cu.mAll kinds of soil.62263 1-2-26-1 31.70

cu.mOrdinary or hard rock.62264 1-2-26-2 56.90

cu.mSupplying and filling in plinth with Jamuna sand under floorsincluding, watering, ramming consolidating and dressing complete.

62265 1-2-27 929.10

Surface dressing of the ground including removing vegetation and in-equalities notexceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

1-2-28

sq.mAll kinds of soil.62266 1-2-28-1 8.50

Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.1-2-29

sq.mAll kinds of soil.62267 1-2-29-1 8.50

Excavating holes upto 0.5 cum including getting out the excavated soil, thenreturning the soil as required in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering etc, disposing of surplusexcavated soil; as directed within a lead of 50 m and lift upto 1.5 m.

1-2-30

eachAll kinds of soil.62268 1-2-30-1 107.20

eachOrdinary rock62269 1-2-30-30-2 148.60

eachHard rock (requiring blasting)62270 1-2-30-30-3 330.40

eachHard rock (requiring blasting)62271 1-2-30-30-4 323.70

sq.mClearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside the periphery of the area cleared.

62272 1-2-31 4.40

sq.mClearing grass and removal of the rubbish upto a distance of 50 m outside theperiphery of the area cleared.

62273 1-2-32 2.30

Felling trees of the girth (measured at a height of 1 m above ground level) includingcutting of trunks and branches removing the roots and stacking of serviceablematerial and disposal of unserviceable material.

1-2-33

eachBeyond 30 cm girth upto and including 60 cm girth62274 1-2-33-1 135.80



11/06/13 10:54 of 169

Rate In (Rs.)


eachBeyond 60 cm girth upto and including 120 cm girth62275 1-2-33-2 599.30

eachBeyond 120 cm girth upto and including 240 cm girth62276 1-2-33-3 2,766.30

eachAbove 240 cm girth62277 1-2-33-4 5,551.30

Supplying chemical emulsion in sealed containers including delivery as specified.1-2-34

litreChlorpyriphos/Lindane emulsifiable concentrate of 20%62278 1-2-34-1 258.10

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONALanti-termitetreatment (including the cost of chemical emulsion).

1-2-35

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 mmincluding excavation channel along the wall & rodding etc. complete

1-2-35-1

metreWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.62279 1-2-35-1-1 40.00

Along the external wall below concrete or masonry apron using chemical emulsion@ 2.25 litres per linear metre including drilling and plugging holes etc.

1-2-35-2


Treatment of soil under existing floors using chemical emulsion @ one litre perhole, 300 mm apart including drilling 12 mm diameter holes and plugging withcement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor

1-2-35-3

sq.mWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.62281 1-2-35-3-1 235.40

Treatment of existing masonry using chemical emulsion @ one litre per hole at300 mm interval including drilling holes at 45 degree and plugging them withcementmortar 1:2 (1 cement: 2 coarse sand) to the full depth of the hole

1-2-35-4


Diluting and injecting chemical emulsion for POST-CONSTRUCTIONALanti-termitetreatment (excluding the cost of chemical emulsion)

1-2-35-5

metreTreatment at points of contact of wood work by chemical emulsion Chlorpyriphos/Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mmdia holes at downward angle of 45 degree at 150 mm centre to centre and sealingthe same.

62283 1-2-35-5-1 175.60

cu.mDeduct for disposed soil not levelled and neatly dressed (against item No.2.6,&2.7)

62284 1-2-36 23.30

cu.mSupply 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 by20% for Payment)

67512 1-2-37 0.00

cu.mFilling with available fly ash and earth (excluding rock) in trenches or embankmentin layers (each layer should not exceed 15 cm), with intermediate layer ofcompacted earth(Soil density of 98%) after every four layers of compacted depth offly ash, sides & Top layer of filling shall be done with earth having total minimumcompacted thickness 30 cm or as decided by Engineer-in-charge, includingcompacting each layer by rolling/ ramming and watering, all complete as perdrawing and direction of Engineer-in-change.

67513 1-2-38 0.00



11/06/13 10:54 of 169

Rate In (Rs.)


compacted earth(Soil density of 98%) after every four layers of compacted depth offly ash, sides & Top layer of filling shall be done with earth having total minimumcompacted thickness 30 cm or as decided by Engineer-in-charge, includingcompacting each layer by rolling/ ramming and watering, all complete as perdrawing and direction of Engineer-in-change.

Specification:


11/06/13 10:54 of 169

Chapter Name Mortars

Rate In (Rs.)


cu.mCement Mortar 1:1 (1 cement : 1 fine sand)62285 1-3-1 8,575.20

cu.mCement mortar 1:2 (1 cement : 2 fine sand).62286 1-3-2 6,244.90





cu.mCement mortar 1:2 (1 cement : 2 coarse sand).62291 1-3-7 7,283.10





cu.mCement mortar 1:2 (1 cement : 2 stone dust).62296 1-3-12 7,635.60

cu.mCement mortar 1:2 (1 cement : 2 marble dust).62297 1-3-13 7,645.20

cu.mCement mortar 1:5 (1 cement : 5 marble dust).62298 1-3-14 5,156.20

cu.mWhite cement mortar 1:2 (1 white cement : 2 marble dust).62299 1-3-15 13,139.60



cu.mMud mortar62302 1-3-18 423.60

cu.mMortar in lime, Surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.567514 1-3-19 0.00

Specification:



11/06/13 10:54 of 169

Chapter Name Concrete Work

Rate In (Rs.)


Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering --All work upto plinth level

1-4-1

cu.mProviding and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:1:2 (1 Cement : 1 coarse sand : 2 graded stoneaggregate 20 mm nominal size)

62303 1-4-1-1 8,954.30

cu.m1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominalsize).

62304 1-4-1-2 7,122.50

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)62305 1-4-1-3 6,557.10

cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominalsize).

62306 1-4-1-4 5,550.30


62307 1-4-1-5 5,848.90


62308 1-4-1-6 4,592.20

cu.m1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominalsize).

62309 1-4-1-7 4,564.60


62310 1-4-1-8 4,156.00

cu.m1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size)62311 1-4-1-9 4,128.50

cu.m1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominalsize)

62312 1-4-1-10 3,807.10

cu.m1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)62313 1-4-1-11 3,771.70

cu.m1:2:3.5:9 (1 ordinary portland cement : 2 Fly ash : 3.5 coarse sand : 9 gradedstone aggregate 40 mm nominalsize).

62314 1-4-1-12 4,386.70

cu.m1:2.5:4:11 (1 ordinary portland cement : 2? fly ash : 4 coarse sand : 11graded stone aggregate 40 mm nominalsize)

62315 1-4-1-13 4,003.30

Providing and laying cement concrete in retaining walls, return walls (any thickness)including attached pilasters, columns, piers, abutmets, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks,plain window sills, fillets etc upto floor five level, excluding the cost of centring,shuttering and finishing

1-4-2

cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)62316 1-4-2-1 9,473.50



11/06/13 10:54 of 169

Rate In (Rs.)


cu.m1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded StoneAggregate 20 mm nominal size).

62317 1-4-2-2 7,641.80


62318 1-4-2-3 7,076.30

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate40 mm nominal size).

62319 1-4-2-4 6,069.60


62320 1-4-2-5 6,368.10


62321 1-4-2-6 5,111.40

cu.m1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40mm nominal size).

62322 1-4-2-7 5,083.80

cu.m1:5:10 ( 1 Cement : 5 Coarse sand : 10 graded stone aggregate 40 mm nominalSize).

67515 1-4-2-8 0.00

Centering shuttering including struttings, propping etc. and removal of form workfor

1-4-3

sq.mFoundations, footings, bases for columns.62323 1-4-3-1 174.00

sq.m2 Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string coursesfillets etc.

62324 1-4-3-2 307.20

sq.mColumns, piers, abutments, pillars, posts and struts.62325 1-4-3-3 387.20

Providing and laying cement concrete in kerbs, steps and the like at or near groundlevel excluding the cost of centring, shuttering and finishing.

1-4-4

cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).62326 1-4-4-1 6,557.10

cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).62327 1-4-4-2 5,848.90

Providing and fixing upto floor five level precast cement concrete string or lacingcourses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers,steps, stair cases, etc. including hoisting and setting in position with cement mortar1:3 (1 Cement: 3 coarse sand), cost of required centring, shuttering and finishingsmooth with 6mm thick cement plaster 1:3 (1 Cement: 3 fine sand)

1-4-5

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).62328 1-4-5-2 9,396.70

cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).62329 1-4-5-3 8,688.10

cu.m1:1.5:3 ( 1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominalSize).

67516 1-4-5-1 0.00

Providing and fixing at or near ground level precast cement concrete in kerbs,edgingsetc. as per approved pattern and setting in position with cement mortar 1:3 (1Cement:3 coarse sand) including the cost of required centring, shuttering and finishingsmooth with 6mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposedsurfaces complete.

1-4-6



11/06/13 10:54 of 169

Rate In (Rs.)


3 coarse sand) including the cost of required centring, shuttering and finishingsmooth with 6mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposedsurfaces complete.

cu.m1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).62330 1-4-6-1 8,175.50

Providing and fixing upto floor five level precast cement concrete solid blockincluding hoisting and setting in position with cement mortar 1:3 (1 cement: 3coarsesand), cost of required centring, shuttering and finishing smooth with 6mm thickcement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete

1-4-7

cu.m1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).62331 1-4-7-1 10,711.90

cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate20mm nominal size).

62332 1-4-7-2 10,003.70

Providing and fixing upto floor five level precast cement concrete hollow blockincluding hoisting and setting in position with cement mortar 1:3 (1 cement : 3coarsesand), cost of required centring, shuttering and finishing smooth with 6mm thickcement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete

1-4-8

cu.m1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).62333 1-4-8-1 9,341.90

cu.m1:3:6 (1 Cement:3 coarse sand:6 graded stone aggregate 20mm nominal size).62334 1-4-8-2 8,228.60

eachPrecasting and placing in position 125 mm dia Bollards 600 mm highof required shape including providing M.S. Pipe Sleeve 50 mm dia300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mmlong with 150x150x6mm M.S. plate welded at bottom and embedded150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) including necessaryexcavation of size 250x250x450mm deep for the same inbitumen/concrete pavement at specified spacing.

62335 1-4-9 600.30

sq.mProviding and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 12.5mm nominal size).

62336 1-4-10 302.40

sq.mProviding and laying damp-proof course 50mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).

62337 1-4-11 369.90

kilogramExtra for providing and mixing water proofing material in cement concrete work @1 kg per 50 kg of cement.

62338 1-4-12 35.60

sq.mApplying a coat of residual petroleum bitumen of penetration 80/100of approved quality using 1.7kg per square metre on damp proofcourse after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

62339 1-4-13 120.20

cu.mExtra for concrete work in superstructure above floor V level for eachfour floors or part thereof.

62340 1-4-14 393.20



11/06/13 10:54 of 169

Rate In (Rs.)


cu.mExtra for laying concrete in or under water and/or liquid mud including cost ofpumping or bailing out water and removing slush etc. complete.

62341 1-4-15 361.10

cu.mExtra for laying concrete in or under foul positions62342 1-4-16 124.70

sq.mMaking plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mm nominalsize) over 75mm bed by dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with fine sand includingfinishing the top smooth

62343 1-4-17 557.20

kilogramExtra for addition of synthetic polyster triangular fibre of length 12mm, effectivediameter of 10-40 microns and specific gravity of 1.34 to 1.40 in cementconcrete/RCC/Flooring/Water retaining structure by using 125 gms of syntheticpolyster triangular fibre for 50 kg cement used as per directions of engineer incharge.(Rates are for per kg of cement)

62344 1-4-18 1.10

Providing and laying in position ready mixed plain cement concrete, using fly ashand cement content as per approved design mix and manufactured in fully automaticbatching plant and transported to site of work in transit mixer for all leads, havingcontinuous agitated mixer, manufactured as per mix design of specified grade forplain cement concrete work, including pumping of R.M.C. from transit mixer to siteof laying and curing excluding the cost of centering, shuttering and finishing,including cost of curing, admixtures in recommended proportions as per IS : 9103 toaccelerate / retard setting of concrete, improve workability, without impairingstrength and durability as per direction of the Engineer-in-charge.NOTE :(1) Excess/less Cement used than specified in this item is payable / recoverableseparately.(2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as partreplacement of OPC as per IS:456 Uniform blending with cement is to be ensured inaccordance with clau ; es 5.2 and 5.2.1 of IS: 456-2000 in the items of BMC andRMC.(3) The above item shall be used judiciously where specifed quality of Fly Ash isavailable for mixing in concrere. Also , the guidelines issued by CDO, CPWD, Videcircular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th April 2009 shall befollowed in such cases.

1-4-19

All works upto plinth level.1-4-19-1

cu.mM-15 grade plain cement concrete (Cement content cinsidered @ 240 kg/cum).67517 1-4-19-1-1 0.00

cu.mM-10 grade plain cement cincrete (cement content considered @ 220 kg/cum).67518 1-4-19-1-2 0.00

All Works above plinth and upto floor V level.1-4-19-2

cu.mM-15 grade plain cement concrete. (cement content considered @ 240 kg./cum)67519 1-4-19-2-1 0.00

cu.mM-10 grade plain cement concrete. (cement content considered @ 220 kg./cum).67520 1-4-19-2-2 0.00

Providing and laying in position ready mixed plain cement concrete, with cementcontent as per apprved design mix and manufactured in fully automatic batchingplant and transported to site of work in transit mixer for all leads, having continuousagitated mixer, manufactured as per mix desigb of specified grade for plan cementconcrete work, including pumping of R.M.C. from transit mixer to site of laying andcuring, excluding the cost of centering, shuttering and finishing, including cost ofcuring, admixtures in recommended proportions as per IS : 9103 to accelerate/ retardsetting of concrete, improve workability with out impairing strength and durabilityas per direction of the Engineer-in-charge.NOTE :(1) Excess/less cement used than specified in this item is payable/recoverableseparately.

1-4-20



11/06/13 10:54 of 169

Rate In (Rs.)


agitated mixer, manufactured as per mix desigb of specified grade for plan cementconcrete work, including pumping of R.M.C. from transit mixer to site of laying andcuring, excluding the cost of centering, shuttering and finishing, including cost ofcuring, admixtures in recommended proportions as per IS : 9103 to accelerate/ retardsetting of concrete, improve workability with out impairing strength and durabilityas per direction of the Engineer-in-charge.NOTE :(1) Excess/less cement used than specified in this item is payable/recoverableseparately.

All works upto plinth level.1-4-20-1

cu.mM-15 grade plain cement concrete (cement content considered @ 240kg/cum).67521 1-4-20-1-1 0.00

cu.mM-10 grade plain cement concrete (cement content considered @ 220 kg/cum).67522 1-4-20-1-2 0.00

All works above plinth and upto floor V level.1-4-20-2



Specification:



11/06/13 10:54 of 169

Chapter Name Reinforced Cement Concrete Work

Rate In (Rs.)


Providing and laying in position specified grade of reinforced cement concreteexcluding the cost of centring, shuttering, finishing and reinforcement - All workupto plinth level

1-5-1

cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size).62345 1-5-1-1 9,137.50

cu.m1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size)

62346 1-5-1-2 7,305.80

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size)

62347 1-5-1-3 6,740.30

Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars,piers,abutments, posts and struts etc. upto floor five level excluding cost of centring,shuttering, finishing and reinforcement

1-5-2

cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)62348 1-5-2-1 9,738.10

cu.m1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size)

62349 1-5-2-2 7,906.40

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size).

62350 1-5-2-3 7,340.90

cu.mReinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases up to floor five level excluding thecost of centering, shuttering, finishing and reinforcement with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

62351 1-5-3 7,286.50

cu.mProviding and laying up to floor five level reinforced cementconcrete in kerbs, steps and the like excluding the cost ofcentering, shuttering, finishing and reinforcement with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size).

62352 1-5-4 6,983.30

cu.mReinforced cement concrete work in arches, archribs, 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).

62353 1-5-5 7,117.50

cu.mReinforced cement concrete work in chimneys, shafts, up to floorfive level excluding the cost of centering, shuttering, finishing andreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size).

62354 1-5-6 7,409.10

cu.mReinforced cement concrete work in well-steining excluding thecost of centering, shuttering, finishing and reinforcement with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

62355 1-5-7 6,578.10



11/06/13 10:54 of 169

Rate In (Rs.)


cu.mReinforced cement concrete work in vertical and horizontal finsindividually or forming box louvers, facias and eaves boards up tofloor five level excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 20mm nominal size).

62356 1-5-8 7,665.10

Centring and shuttering including strutting,ropping etc. and removal of form for1-5-9

sq.mCentring and shuttering for foundations, footings, bases of columns, etc. for massconcrete.

62357 1-5-9-1 174.00

sq.mCentring and shuttering for Walls (any thickness) including attachedpilasters,butteresses, plinth and string courses etc.

62358 1-5-9-2 307.20

sq.mCentring and Shuttering for Suspended floors, roofs, landings, balconies andaccess platform.

62359 1-5-9-3 336.40

sq.mShelves (Cast in situ)62360 1-5-9-4 319.70

sq.mLintels, beams, plinth beams, girders, bressumers and cantilevers.62361 1-5-9-5 283.20

sq.mColumns, Pillars, Piers, Abutments, Posts and Struts.62362 1-5-9-6 368.80

sq.mStairs, (excluding landings) except spiral-staircases.62363 1-5-9-7 414.10

sq.mSpiral staircases (including landing).62364 1-5-9-8 330.10

sq.mArches, domes, vaults up to 6 m span62365 1-5-9-9 1,050.10

sq.mExtra for arches, domes, vaults exceeding 6 m span62366 1-5-9-10 540.60

sq.mChimneys and shafts62367 1-5-9-11 307.20

sq.mWell steining62368 1-5-9-12 582.90

sq.mVertical and horizontal fins individually or forming box louvers band, facias andeaves boards.

62369 1-5-9-13 579.10

sq.mExtra for shuttering in circular work (20% of respectivecentering and shuttering items).

62370 1-5-9-14 0.00

sq.mSmall lintels not exceeding 1.5m clear span, moulding as in cornices, windowsills, string courses, bands,copings, bed plates, anchor blocks and the like.

62371 1-5-9-15 174.00

Edges of slabs and breaks in floors and walls.1-5-9-16

metreUnder 20 cm wide62372 1-5-9-16-1 125.20

sq.mAbove 20 cm wide62373 1-5-9-16-2 555.40

sq.mCornices and mouldings62374 1-5-9-17 609.00

sq.mSmall surfaces such as cantilever ends, brackets and ends of steps, caps and basesto pilasters andcolumns and the like.

62375 1-5-9-18 495.00



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mWeather shade, Chajjas, corbels etc., includingedges.

62376 1-5-9-19 520.60

sq.mSuspended floors, roofs, landings, balconies andaccess platform. with water proof ply 12mm thick

62377 1-5-9-20 0.00

sq.mLintels, beams, plinth beams, girders, bressumers andcantilevers. with water proof ply 12mm thick.

62378 1-5-9-21 0.00

Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering completeas per the Engineer-in-charge

1-5-10

each12 mm dia. & 100 mm length.62379 1-5-10-1 127.20



each20 mm dia.& 225 mm length.62382 1-5-10-4 174.70

Extra for additional height in centring, shuttering where ever required with adequatebracing, propping etc. including cost of de-shuttering and decentring at alllevels,over a height of 3.5 m, for every additional height of 1 metre or part thereof(Planarea to be measured)

1-5-11

sq.mSuspended floors, roofs, landing, beams and balconies (Plan area to be measured).62383 1-5-11-1 171.60

cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete work in string courses, bands,copings, bed plates, anchor blocks, plain window sills and the likeincluding the cost of required centering, shuttering, finishingsmooth with 6 mm thick cement plaster 1:3 (1 cement : 3 finesand) on exposed surfaces complete but excluding cost ofreinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 gradedstone aggregate 20mm nominal size).

62384 1-5-12 9,526.70

cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in small lintels not exceeding 1.5mclear span up to floor five level including the cost of requiredcentering, shuttering and finishing smooth with 6 mm thickcement plaster 1:3 (1 cement : 3 fine sand) on exposed surfacesbut excluding the cost of reinforcement with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size).

62385 1-5-13 11,050.00

cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in mouldings as in cornices, windowssills etc. including setting in cement mortar 1:3 (1 cement : 3coarse sand) cost of required centering, shuttering and finishingsmooth with 6 mm thick cement plaster 1:3 (1 cement : 3 finesand) on exposed surfaces complete but excluding the cost of reinforcementwith 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size).

62386 1-5-14 12,398.00



11/06/13 10:54 of 169

Rate In (Rs.)


cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in lintels, beams and bressumersincluding setting in cement mortar 1:3 (1 cement : 3 coarsesand), cost of required centering and shuttering and finishingsmooth with 6 mm thick cement plaster 1:3 (1 cement : 3 finesand) on exposed surfaces but excluding the cost ofreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size).

62387 1-5-15 9,730.60

cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in shelves including setting in cementmortar 1:3 (1 cement : 3 coarse sand), cost of required centering,shuttering and finishing with neat cement punning on exposedsurfaces but excluding the cost of reinforcement with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 12.5mmnominal size).

62388 1-5-16 12,414.20

cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in vertical & horizontal finsindividually or forming box louvers setting in cement mortar 1:2 (1cement : 2 coarse sand) including the cost of required centering,shuttering and finishing smooth with 6mm thick cement plaster1:3 (1 cement : 3 fine sand) on exposed surfaces complete butexcluding the cost of reinforcement with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size).

62389 1-5-17 12,695.80

Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 gradedstone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wireincluding centring and shuttering, roughening cleaning, fixing and finishing incement mortar 1:3 (1 cement: 3 fine sand) etc.complete excluding plastering ofthe jambs, sills and soffits.

1-5-18

sq.m50 mm thick62390 1-5-18-1 648.10

sq.m40 mm thick62391 1-5-18-2 546.50

sq.m25 mm thick62392 1-5-18-3 520.60

cu.mEncasing rolled steel sections, in beams and columns, withcement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stoneaggregate 12.5mm nominal size) including centering andshuttering complete but excluding cost of reinforcement.

62393 1-5-19 9,683.80

cu.mEncasing rolled steel section in grillages with cement concrete1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate12.5mm nominal size) including centering and shuttering butexcluding cost of expanded metal and hangers.

62394 1-5-20 0.00

sq.mExtra for providing and fixing expanded metal mesh of size20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64kg. per sqm. for encasing of rolled steel sections in beams,columns and grillages excluding cost of hangers.

62395 1-5-21 368.90



11/06/13 10:54 of 169

Rate In (Rs.)


Reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete.

1-5-22

kilogramReinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars62396 1-5-22-1 61.90

kilogramReinforcement for R.C.C. Work Using Hard Drawn Steel Wire62397 1-5-22-2 73.80

kilogramReinforcement for R.C.C. Work Using Cold Twisted Bars62398 1-5-22-3 69.90

kilogramReinforcement for R.C.C. Work Using Hot Rolled Deformed Bars62399 1-5-22-4 69.90

kilogramReinforcement for R.C.C. Work Using Hard Drawn Steel Wire Fabric62400 1-5-22-5 68.40

kilogramReinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars62401 1-5-22-6 69.60

Steel reinforcement for R.C.C. work including straightening, cutting,bending,placing in position and binding all complete above plinth level.

1-5-22-A

kilogramMild steel and Medium Tensile steel bars.67525 1-5-22-A-1 0.00

kilogramHard drawn steel wire.67526 1-5-22-A-2 0.00

kilogramCold twisted bars.67527 1-5-22-A-3 0.00

kilogramHot rolled deformed bars.67528 1-5-22-A-4 0.00

kilogramHard drawn steel wires fabric.67529 1-5-22-A-5 0.00

kilogramThermo-Mechanically Treated bars.67530 1-5-22-A-6 0.00

sq.mDeduct for omitting in R.C.C. work smooth finishing of theexposed surface with 6mm thick cement mortar 1:3 (1 Cement : 3fine sand)

62402 1-5-23 115.20

sq.mExtra for rendering smooth the top of suspended floors, landingsand staircases (treads and risers) with cement mortar 1:2 (1cement : 2 coarse sand) including a floating coat of neat cementand protecting the surface with a layer of 7.5 cm of earth laidover 15 mm of fine sand in case of suspended floor and brickslaid in mud mortar in case of landings and steps includingsubsequent removal and cleaning of the same.

62403 1-5-24 82.60

kilogramProviding and fixing in position copper plate as per design forexpansion joints.

62404 1-5-25 329.20

metreProviding and filling in position, blown bitumen in expansion joints.62405 1-5-26 545.40

metreProviding and filling in position bitumen mix filler of Proportion 80 kg. of hotbitumen,1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.

62406 1-5-27 205.00

metreProviding and fixing in position 12mm thick bitumen impregnated fibre boardconforming to IS: 1838 including cost of primer, sealing compound in expansionjoints.

62407 1-5-28 428.00

Providing and fixing sheet covering over expansion joints with iron screws as perdesign to match the colour /shade of wall treatment.

1-5-29



11/06/13 10:54 of 169

Rate In (Rs.)


Non-asbestos fibre cement board 6 mm thick as per IS: 14862.1-5-29-1

metreProviding and fixing sheet covering over expansion joints withiron screws as per design to match the colour / shade of walltreatment. Non-asbestos fibre cement board 6 mm thick as perIS: 14862. 150mm wide.

62408 1-5-29-1-1 106.40

metre200mm wide.62409 1-5-29-1-2 143.00

Aluminium fluted strips 3.15mm thick.1-5-29-2

metre150 mm wide.62410 1-5-29-2-1 369.70

metre200 mm wide62411 1-5-29-2-2 493.50

metreAdd or deduct for plaster drip course/ groove in plastered surfaceor moulding to R.C.C. projections.

62412 1-5-30 26.80

cu.mExtra for laying reinforced cement concrete in or under waterand/ or liquid mud including cost of pumping or bailing out waterand removing slush etc., complete.

62413 1-5-31 361.10

cu.mExtra for laying reinforced cement concrete in or under foulpositions.

62414 1-5-32 124.70

cu.mProviding and laying in position machine batched, machine mixedand machine vibrated design mix cement concrete of specifiedgrade for reinforced cement concrete work including pumping ofconcrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement. including Admixtures inrecommended proportions as per IS 9103 to accelerate, retardsetting of concrete, improve workability without impairing strengthand durability as per direction of Engineer-in-charge. M-25 gradereinforced cement concrete by using 410kg. of cement per cumof concrete. All work up to floor V level.

62415 1-5-33 8,168.40

Add or deduct for providing richer or leaner mixes respectively at all floor levels.1-5-34

cu.mProviding M-30 grade concrete by using 420kg of Cement per cum of concreteinstead of M-25 grade B.M.C./Rmc.

62416 1-5-34-1 89.40

cu.mProviding M-35 grade concrete by using 428kg ofcement per cum of concrete instead of M-25 gradeB.M.C./ R.M.C...

62417 1-5-34-2 157.90

cu.mProviding M-40 grade concrete by using 435kg ofcement per cum of concrete instead of M-25 gradeB.M.C./ R.M.C..

62418 1-5-34-3 0.00

QuintalDeduct for using less cement than the quantity as provided in theitem of batch mix concrete/RMC as arrived as per mix design.

62419 1-5-35 872.30

cu.mProviding and placing in position precast reinforced cement concrete waffleunits square or rectangular as per design and shape for floors and roofs in 1:1.5:3(1Cement : 1.5 coarse sand : 3 graded stone aggregate 10mm nominal size)including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2Fine sand), making necessary holes of required sizes for carrying throughservice lines etc., providing steel hooks for lifting etc, form work in precasting,handling, hoisting, centering and erection complete for all floor levels butexcluding the cost of reinforcement.

62420 1-5-36 16,682.20



11/06/13 10:54 of 169

Rate In (Rs.)


units square or rectangular as per design and shape for floors and roofs in 1:1.5:3(1Cement : 1.5 coarse sand : 3 graded stone aggregate 10mm nominal size)including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2Fine sand), making necessary holes of required sizes for carrying throughservice lines etc., providing steel hooks for lifting etc, form work in precasting,handling, hoisting, centering and erection complete for all floor levels butexcluding the cost of reinforcement.

cu.mProviding and laying in position ready mixed concrete manufactured in fullyautomatic batching plant and transported to site of work in transit mixer for alead up to 10kms having continuous agitated mixer ,manufactured as per mixdesign of specified grade for reinforced cement concrete work includingpumping of R.M.C. from transit mixer to site of laying , excluding the cost ofcentering, shuttering finishing and reinforcement including cost of admixtures inrecommended proportions as per IS : 9103 to accelerate/ retard setting ofconcrete, improveworkability without impairing strength and durability as per direction of theEngineer - in - charge. M-25 grade Reinforced cement concrete by using 410kgof cement per cum of concrete. All works up to floor V level.

62421 1-5-37 8,564.70

cu.mExtra for R.C.C./ B.M.C/ R.M.C. work above floor V level for eachfour floors or part thereof.

62422 1-5-38 202.80

cu.mExtra for carriage of R.M.C. beyond the initial lead of 10km.62423 1-5-39 46.80

Providing and laying in position ready mixed M-25 grade concrete for reinforcedcement concrete work, using fly ash and cement content as oer approved design mixand manufactured in fully automatic batching plant and transported to site of workin transit mixer for all leads, having continuous agitated mixer, manufactured as permix design of specified grade for reinforced cement concrete work, includingpumping of R.M.C. from transit mixer to site of laying, excluding the cost ofadmixtures in recommended proportions as per IS : 9103 to accelerate/ retard settingof concrete, improve workability without impaining strength and durability as perdirection of the Engineer-in-charge.NOTE :- (1) Cement content considered in this item is @ 330 kg./cum. Excess/lesscement used as per design mix is payable/recoverable separately.(2) Fly ash conforming to grade I of IS 456. Uniform blending with cement to beensured in accordance with clauses 5.2 and 5.2.1 of IS : 456-2000 in the items ofBMC amd RMC(3) The above item shall be used judiciously where specified quality of Fly Ash isavailable for mixing concrete. Also the guidelines issued by CDO,CPWD, videcircular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th April 2009 shall befollowed in Such cases.

1-5-40

cu.mAll Works up to Plinth level.67531 1-5-40-1 0.00

cu.mAll Works above plinth & up to floor V level.67532 1-5-40-2 0.00

Supplying and applying pre tested and approved water based concrete curingcompound to concrete/ masnory surface, all as per manufacturer's specification anddirection of Engineer-in-charge.

1-5-41



11/06/13 10:54 of 169

Rate In (Rs.)


kilogramNon pigmented wet curing compound.67533 1-5-41-1 0.00

kilogramPigmented wet curing compound.67534 1-5-41-2 0.00

Providing and fixing tapered/ parallel threaded couplers conforming to IS Code on"Reinforcement Couplers for Mechanical Splices of Bars for ConcreteReinforcement-Specification", to reinforcement bars including threading,enlargmentat connection by forging, protecting the prepared reinforcement bars and relatedoperations 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 less than 4meter, no deduction for labour and binding wire saved for not providing lap lengthshall be made).

1-5-42

eachCoupler for 16 mm diameter reinforcement bar.67535 1-5-42-1 0.00





Providing and fixing in position Stainless Steel Grade 304 plate- 1.0 mm thick as perdesign for expansion joints.

1-5-43

kilogram200 mm wide.67540 1-5-43-1 0.00

kilogram300 mm wide.67541 1-5-43-2 0.00

Specification:



11/06/13 10:54 of 169

Chapter Name Brick Work

Rate In (Rs.)


Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in1-6-1

cu.mCement mortar 1:4 (1 cement : 4 coarse sand)62424 1-6-1-1 7,179.40


Brick work with modular bricks of class designation 75 in foundation and plinth in1-6-2


cu.mCement Mortar 1:6 (1 cement : 6 coarse sand).62427 1-6-2-2 5,972.00

Brick work with machine moulded perforated bricks of class designation 125conforming to IS: 2222 -1991 in superstructure above plinth level upto floor fivelevel in cement mortar 1:6(1 cement : 6 coarse sand)

1-6-3

cu.mWith F.P.S. bricks.62428 1-6-3-1 7,785.60

cu.mWith Modular bricks.62429 1-6-3-2 7,489.80

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinthlevel upto floor V level in all shapes and sizes in

1-6-4

cu.mCement mortar 1:4 (1 cement: 4 coarse sand)62430 1-6-4-1 7,815.70


cu.mExtra for brick work in superstructure above floor V level for each four floors orpart thereof by mechanical means by lifting material using mobile crane.

62432 1-6-5 317.10

sq.mExtra for forming cavity 5cm to 7.5cm wide in cavity walls withnecessary weep and vent holes including use of cores and costof providing and fixing bitumastic coated M .S. ties 300mm longof 25x3mm section at not less than 3 ties per sqm as perapproved design.

62433 1-6-6 97.70

metreProviding half brick masonry with F.P.S. bricks of classdesignation 75 in cement mortar 1:3 (1 Cement : 3 coarse sand)in superstructure for closing cavity 5 to 7.5 cm wide in cavity wallcomplete with 10 cm / 11.4 cm wide bitumen felt type 3 grade 1.

62434 1-6-7 257.20

sq.mBrick work 7 cm thick with F.P.S. brick of class designation 75 incement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.

62435 1-6-8 639.00

cu.mBrick work in plain arches in superstructure including centering and shutteringcomplete for span up to 6 metres with F.P.S. brick of class designation 75 incement mortar 1:3 (1 cement : 3 coarse sand).

62436 1-6-9 10,347.60

cu.mBrick work in gauged arches in superstructure in cement mortar1:3 (1 cement : 3 coarse sand) including centering and shutteringcomplete, for span up to 6 meters with F.P.S. brick of classdesignation 75.

62437 1-6-10 11,972.00

sq.mExtra for additional cost of centering for arches exceeding 6mspan including all shuttering, bolting, wedging and removal (Areaof the soffit to be measured).

62438 1-6-11 544.70



11/06/13 10:54 of 169

Rate In (Rs.)


span including all shuttering, bolting, wedging and removal (Areaof the soffit to be measured).

Half brick masonry with F.P.S. bricks of class designation 75 in foundation andplinth in

1-6-12

sq.mCement mortar 1:3 (1 cement : 3 coarse sand)62439 1-6-12-1 876.60

sq.mcement mortar 1:4 (1 cement : 4 coarse sand)62440 1-6-12-2 844.80

Half brick masonry with F.P.S. bricks of class designation 75 in superstructureaboveplinth level upto floor V level in

1-6-13

sq.mCement mortar 1 : 3 (1 cement : 3 coarse sand)62441 1-6-13-1 937.10

sq.mCement mortar 1:4 (1 cement :4 coarse sand)62442 1-6-13-2 905.40

sq.mExtra for half brick masonry in superstructure, above floor V levelfor every four floors or part thereof by mechanical means bylifting material using mobile crane.

62443 1-6-14 28.10

sq.mExtra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S.bricks).

62444 1-6-15 73.50

Tile brick masonry with tite bricks of class designation 100 in foundation and plinthin

1-6-16

cu.mCement mortar 1 : 4 (1 cement : 4 coarse sand)62445 1-6-16-1 11,694.70

cu.mCement mortar 1:6 (1 cement : 6 coarse sand).62446 1-6-16-2 11,238.40

cu.mTile brick masonry with machine moulded tile bricks of class designation 125conforming to IS : 2690 (Part I) - 1993 in foundation and plinth in cementmortar 1:6 (1 cement : 6 coarse sand).

62447 1-6-17 9,169.60

cu.mTile brick masonry with machine moulded tile bricks of class designation 125conforming to IS : 2690 (Part I) - 1993 in superstructure above plinth levelup to floor V level. in cementmortar 1:6 (1 cement : 6 coarse sand).

62448 1-6-18 11,856.90

cu.mExtra for tile brick masonry with tile bricks of class designation100 in superstructure above floor five level for every four floors orpart thereof.

62449 1-6-19 393.20

cu.mTile brick masonry with tile bricks of class designation 100 in plain arch workin superstructure in cement mortar 1:4 (1 cement : 4 coarse sand) includingcentering and shuttering complete.

62450 1-6-20 14,439.10

cu.mTile brick masonry with tile bricks of class designation 100 in gauged arch work insuperstructure in cement mortar 1:4 (1cement : 4 coarse sand) including centeringand shuttering complete.

62451 1-6-21 15,856.20

sq.mTile brick masonry work 5 cm thick with tile bricks of classdesignation 100 in cement mortar 1:3 (1 cement : 3 coarse sand)

62452 1-6-22 662.60



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mHoney-comb brick work 10/11.4 cm thick with bricks of classdesignation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).

62453 1-6-23 575.10

cu.mExtra for laying brick work in or under water and/or liquid mudincluding cost of pumping or bailing out water and removing slushetc. complete.

62454 1-6-24 361.10

cu.mExtra for laying brick work in or under foul position62455 1-6-25 124.70

cu.mBrick work with selected F.P.S. bricks of class designation 75 inexposed brick work including making horizontal and verticalgrooves 10mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement : 6 coarse sand)

62456 1-6-26 7,002.50

cu.mBrick work with modular bricks of class designation 75 in exposed brick workincluding making horizontal and vertical grooves 10mm wide 12mm deepcomplete from ground level upto plinth level in cement mortar 1:6(1 cement : 6 coarse sand).

62457 1-6-27 5,965.00

cu.mBrick work with machine moulded modular bricks of class designation 125 inexposed brick work including making horizontal and vertical grooves 10mm wide12mm deep complete from ground level up to plinth level in cement mortar1:6 (1 cement : 6 coarse sand).

62458 1-6-28 6,647.40

cu.mBrick work with machine moudled F.P.S. bricks of class designation 125 in exposedbrick work including making horizontal and vertical grooves 10mm wide 12mmdeep complete from ground level up to plinth level in cement mortar 1:6 (1 cement :6 coarse sand).

62459 1-6-29 7,252.00

cu.mBrick work with machine moudled perforated F.P.S. bricks of class designation 125conforming IS : 2222-1991 in exposed brick work including making horizontal andvertical grooves10mm wide 12 mm deep complete from ground level up to plinthlevel in cement mortar 1:6 (1 cement : 6 coarse sand).

62460 1-6-30 1,660.60

cu.mBrick work with machine moulded perforated modular bricks of classdesignation 125 conforming to IS : 2222 -1991 in exposed brick work includingmaking horizontal and vertical grooves 10 mm wide 12mm deep complete fromground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand).

62461 1-6-31 6,933.10

Brick work with clay fly-ash F.P.S. brick of class designation 75 in superstructureabove plinth level upto floor five level in

1-6-32

cu.mBrick work with clay fly ash F.P.S. brick of class designation 75 in super structureabove plinth level in Cement mortar 1:4(1 cement : 4 coarse sand)

62462 1-6-32-1 3,239.90

cu.mBrick work with clay fly ash F.P.S. brick of class designation 75 in super structureabove plinth level in Cement mortar 1:6 (1 cement : 6 coarse sand)

62463 1-6-32-2 2,956.50

cu.mExtra for exposed brick work/ clay flyash brick work in

superstructure above floor five level, for each four floors or partthereof.

62464 1-6-33 393.20

Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 100 average compressive strength in super structure aboveplinth level upto floor V level in

1-6-34



11/06/13 10:54 of 169

Rate In (Rs.)


12894-2002, class designation 100 average compressive strength in super structure aboveplinth level upto floor V level in


cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)62466 1-6-34-2 5,206.80

Brick work with modular calcium silicate bricks machine moulded conforming toIS:4139-1989, class designation 100 average compressive strength in super structureabove plinth level upto floor V level in

1-6-35


cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)62468 1-6-35-2 3,996.50

Brick work with modular extruded burnt fly ash clay sewer bricks (Conforming toIS: 4885 - 1988) in foundation and plinth

1-6-36

cu.mCement Mortar 1:4 ( 1 cement : 4 coarse sand)62469 1-6-36-1 4,140.40

cu.mBrick work with modular extruded brunt fly ash clay sewer bricks (conforming toIS : 4885-1988) in arches in foundation and plinth n cement mortar 1:3 ( 1 cement :3 fine sand).

62470 1-6-37 7,236.20

cu.mProviding and laying autoclaved aerated cement blocks masonry

with 100mm thick AAC blocks in super structure above plinthlevel up to floor V level in cement mortar 1:4 (1 cement : 4 coarsesand ) The rate includes providing and placing in position 2 Nos.6 mm dia M.S. bars at every third course of masonry work.

62471 1-6-38 6,390.30

cu.mExtra for AAC block masonry in superstructure above floor Vlevel for every four floors or part there of.

62472 1-6-39 393.20

sq.mProviding and laying Gypsum panel partitions 100mm thick withwater proof Gypsum panels of size 666x500x100mm, made ofcalcite phosphor Gypsum fixed with tongue and groove, jointedwith bonding plaster as per manufacturers specifications insuperstructure above plinth level up to floor V level. Gypsumblocks will have a minimum compressive strength of 9.3 kg/cm2

62473 1-6-40 1,054.70

sq.mExtra for Gypsum panel Partitions in superstructure above floor Vlevel for every four floors or part thereof.

62474 1-6-41 45.30

Brick work with mechanised autoclaved flyash lime bricks conforming to I:S12894 :2002 of class designation 100 in superstructure above plinth level upto floor Vlevel in.

1-6-42

cu.mCement mortar 1:4 (1 cement :4 coarse sand).62475 1-6-42-1 3,515.30

cu.mCement mortar 1:6 (1 cement :6 coarse sand).62476 1-6-42-2 3,232.80

cu.mExtra for mechanized autoclave flyash lime bricks conforming toIS: 12894- 1990 of class designation 100 in superstructure abovefloor V level for each four floors or part thereof.

62477 1-6-43 393.20



11/06/13 10:54 of 169

Rate In (Rs.)


IS: 12894- 1990 of class designation 100 in superstructure abovefloor V level for each four floors or part thereof.

metreBrick edging 7cm wide 11.4cm. deep to plinth protection withbricks of class designation 75 including grouting with cementmortar 1:4 (1 cement : 4 fine sand)

62478 1-6-44 57.80

Half brick masonary with non modular fly ash lime Gypsum bricks (FALG bricks)class designation 10, conforming to IS : 12894, in super structure above plinth andupto floor V level.

1-6-45

sq.mCement mortar 1:3 (1 cement : 3 Coarse Sand)67542 1-6-45-1 0.00

sq.mCement mortar 1:4 (1 cement : 4 Coarse Sand)67543 1-6-45-2 0.00

Half brick masnory wirh non modular mechanised auto claved fly ash sand limebricks class designation 10, conforming to IS : 12894, in super structure aboveplinth and up to floor V level.

1-6-46

sq.mCement mortar 1:3 (1 Cement : 3 coarse Sand)67544 1-6-46-1 0.00

sq.mCement mortar 1:4 (1 Cement : 4 coarse Sand)67545 1-6-46-2 0.00

Specification:



11/06/13 10:54 of 169

Chapter Name Stone Work

Rate In (Rs.)


Random rubble masonry with hard stone in foundation and plinth includinglevellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stoneaggregate 20mm nominal size) at plinth level with

1-7-1


cu.mExtra for random rubble masonry with hard stone insuperstructure 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 nominalsize) at window sills, ceiling level and the like

62480 1-7-2 661.80

cu.mExtra for random rubble masonry with hard stone insuperstructure above floor V level for every four floors or partthereof

62481 1-7-3 524.20

Extra for random rubble masonry with hard stone in1-7-4

cu.mSquare or rectangular pillars62482 1-7-4-1 350.80

cu.mCircular pillars.62483 1-7-4-2 868.70

cu.mExtra for random rubble masonry with hard stone curved onplan for a mean radius not exceeding 6 m.

62484 1-7-5 300.80

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with1-7-6


Coursed rubble masonry (second sort) with hard stone in foundation & plinth with1-7-7

cu.mCoursed rubble masonry (second sort) with hard stone infoundation & plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand)

62486 1-7-7-1 2,865.60

cu.mExtra for coursed rubble masonry with hard stone (first orsecond sort) in superstructure above plinth level and uptofloor five level.

62487 1-7-8 652.40

cu.mExtra for coursed rubble masonry with hard stone (first orsecond sort) in superstructure above floor V level for everyfour floors or part thereof.

62488 1-7-9 524.20

Extra for coursed rubble masonry with hard stone (first or second sort) in1-7-10

cu.mSquare or rectangular pillars62489 1-7-10-1 394.30

cu.mCircular pillars.62490 1-7-10-2 998.90

cu.mExtra for coursed rubble masonry with hard stone (first orsecond sort) curved on plan for a mean radius not exceeding6 m.

62491 1-7-11 332.90

Stone work in plain ashlar in super structure upto floor five level in cement mortar1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 whitecement: 2 stone dust) with an admixture of pigment matching the stone shade

1-7-12



11/06/13 10:54 of 169

Rate In (Rs.)


1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 whitecement: 2 stone dust) with an admixture of pigment matching the stone shade

One face dressed.1-7-12-1

cu.mRed sand stone62492 1-7-12-1-1 26,952.80

cu.mWhite sand stone62493 1-7-12-1-2 27,704.80

Both face dressed.1-7-12-2

cu.mRed sand stone.62494 1-7-12-2-1 34,391.60

cu.mWhite sand stone62495 1-7-12-2-2 35,173.50

Stone work plain ashlar in arches in cement mortar 1:3 (1 cement: 3 coarse sand)including centring, shuttering and pointing with white cement mortar 1:2 (1 whitecement : 2 stone dust) with an admixture of pigment matching the stone shade.

1-7-13

cu.mRed sand stone62496 1-7-13-1 30,306.40

cu.mWhite sand stone62497 1-7-13-2 31,088.30

Stone work plain ashlar in domes in cement mortar 1:3 (1 cement: 3 coarse sand)including centring, shuttering and pointing with white cement mortar 1:2 (1 whitecement : 2 stone dust) with an admixture of pigment matching the stone shade.

1-7-14



Stone work ashlar punched (ordinary) in superstructure upto floor five level incement mortar 1:6 (1 white cement: 6 coarse sand) including pointing with cementmortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matchingthe stone shade.

1-7-15

Red sand stone.1-7-15-1

cu.mOne faced punched.62500 1-7-15-1-1 25,552.60

cu.mDouble faced punched.62501 1-7-15-1-2 31,284.70

White sand stone.1-7-15-2

cu.mSingle face punched.62502 1-7-15-2-1 26,334.50

cu.mDouble faced punched.62503 1-7-15-2-2 32,372.90

cu.mExtra for stone work, plain ashlar or ashlar punched abovefloor V level for every four floors or part thereof

62504 1-7-16 524.20

Extra for plain ashlar or ashlar punched in1-7-17

cu.mSquare or rectangular pillars.62505 1-7-17-1 1,557.40

cu.mExtra for stone work; plain ashlar or ashlar punched curvedon plan with a mean radius not exceeding 6 m.

62506 1-7-18 1,083.40



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mExtra for additional cost of centering for arches exceeding6m span including all strutting, bolting, wedging etc. andremoval (area of soffit to be measured).

62507 1-7-19 544.70

Stone work sunk or moulded or sunk and moulded upto floor five level in cementmortar 1:6 (1 cement: 6 coarse sand) including pointing with white cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching thestone shade

1-7-20



Extra for stone work sunk or moulded or sunk and mlded or carved in1-7-21

cu.mTriangular or Square or rectangular pillars62510 1-7-21-1 2,031.40

cu.mCircular or polygonal pillars62511 1-7-21-2 5,755.50

metreExtra for stone work sunk or moulded in cornices.62512 1-7-22 19.40

Stone work (machine cut edges) for wall lining etc. (veneer work) backing filledwith a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) includingpointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with anadmixtureof pigment matching the stone shade : (To be secured to the backing by means ofcramps which shall be paid for separately)

1-7-23

Red sand stone - exposed face fine dressed with rough backing.1-7-23-1

sq.m70 mm thick.62513 1-7-23-1-1 2,397.30

sq.m60 mm thick.62514 1-7-23-1-2 2,360.30

sq.m50 mm thick.62515 1-7-23-1-3 2,235.50

sq.m40 mm thick.62516 1-7-23-1-4 2,110.00

sq.m30 mm thick.62517 1-7-23-1-5 1,975.90

Red sand stone - Exposed face machine cut and table rubbed with rough backing.1-7-23-2

sq.m70 mm thick62518 1-7-23-2-1 3,284.40

sq.m60 mm thick62519 1-7-23-2-2 3,131.40

sq.m50 mm thick62520 1-7-23-2-3 3,035.60

sq.m40 mm thick62521 1-7-23-2-4 2,909.80

sq.m30 mm thick62522 1-7-23-2-5 2,785.10

White sand stone - exposed face fine dressed with rough backing .1-7-23-3

sq.m70 mm thick62523 1-7-23-3-1 2,529.10

sq.m60 mm thick.62524 1-7-23-3-2 2,266.20



11/06/13 10:54 of 169

Rate In (Rs.)


sq.m50 mm thick.62525 1-7-23-3-3 2,264.60

sq.m40 mm thick.62526 1-7-23-3-4 2,131.50

sq.m30 mm thick.62527 1-7-23-3-5 1,999.30

White sand stone - Exposed face machine cut and table rubbed with rough backing.1-7-23-4

sq.m70 mm thick.62528 1-7-23-4-1 3,339.20

sq.m60 mm thick.62529 1-7-23-4-2 3,196.50

sq.m50 mm thick.62530 1-7-23-4-3 3,074.70

sq.m40 mm thick.62531 1-7-23-4-4 2,979.10

sq.m30 mm thick.62532 1-7-23-4-5 2,809.40

cu.mExtra for stone work (veneer work) curved on plan with amean radius not exceeding 6 m.

62533 1-7-24 1,557.40

kilogramProviding and fixing stainless steel cramps of required sizeand shape for anchoring stone wall lining to the backing orsecuring adjacent stones in stone wall lining in cementmortar 1:2 (1 cement : 2 coarse sand) including making thenecessary chases in stone and holes in walls whereverrequired.

62534 1-7-25 686.10

eachProviding and fixing stone dowels 10x5x2.50 cm cut todouble wedge shape as per design in cement mortar 1:2 (1cement : 2 coarse sand) including making the necessarychases.

62535 1-7-26 33.50

eachProviding and fixing copper pins 7.5 cm long 6 mm diameterfor securing adjacent stones in stone wall lining in cementmortar 1:2 (1 cement : 2 coarse sand) including making thenecessary chases.

62536 1-7-27 26.10

Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm widebeyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in eachstone and supported on and including with bricks cove of class designation 75 incement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching thestone shade

1-7-28

Red sand stone:1-7-28-1

sq.mRed sand stone: With F.P.S Bricks62537 1-7-28-1-1 1,153.80

White sand stone1-7-28-2

sq.mWith F.P.S. bricks62538 1-7-28-2-1 1,197.20

Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cmprojection in cement mortar 1:4 (1 cement: 4 coarse sand) including pointing inwhite cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture ofpigment matching the stone shade

1-7-29



11/06/13 10:54 of 169

Rate In (Rs.)


white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture ofpigment matching the stone shade

sq.mRed sand stone62539 1-7-29-1 695.30

sq.mWhite sand stone62540 1-7-29-2 729.60

sq.m30mm red sand stone sun-shade (chisel-dressed) supportedon red sand stone brackets, fixed in walls with cement mortar1:4 (1 cement : 4 coarse sand) including finishing complete.

62541 1-7-30 785.30

eachProviding and fixing red sand stone brackets 55x22.5x45cmsunk and moulded including providing and fixing with 4 Nos.gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cmlong 6 mm dia as per design.

62542 1-7-31 2,823.80

Stone work, plain in copings, cornices, string courses and plinth courses, upto 75mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing withwhite cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture ofpigmentmatching the stone shade.

1-7-32



Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2(1 whitecement: 2 stone dust) with an admixture of pigment, matching the stone shade, jalislab without any chamfers etc.

1-7-33

sq.mRed sand stone62545 1-7-33-1 8,687.30

sq.mWhite sand stone62546 1-7-33-2 8,722.20

cu.mExtra for laying stone work in or under water and/or liquid mud including cost ofpumping or bailing out water and removing slush etc. complete.

62547 1-7-34 361.10

cu.mExtra for laying stone work in or under foul position.62548 1-7-35 124.70

sq.mWall lining butch work upto 10m height with red/ white sandstone 40 mm thick rough facing on the exposed surface withstone strips of minimum length 300 mm and required widthincluding embedding every tenth layer and bottom most layerin masonry or concrete after making necessary chases ofsize 75x75mm and by providing layer of 75mm thick strips i/c12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarsesand) i/c ruled pointing in cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment to match theshade of stone complete as per direction of Engineer-in-charge.

62549 1-7-36 1,377.70

Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneerwork) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust) includingrubbing and polishing complete. (To be secured to the backing by means of crampswhich shall be paid for separately)

1-7-37



11/06/13 10:54 of 169

Rate In (Rs.)


coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust) includingrubbing and polishing complete. (To be secured to the backing by means of crampswhich shall be paid for separately)

Kota stone slabs exposed face dressed and rubbed.1-7-37-1

sq.m25 mm thick62550 1-7-37-1-1 1,584.60

Stone tile work for wall lining upto 10 m height with special adhesive over 12mmthick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing inwhite cement with an admixture of pigment to match the stone shade.

1-7-38

8mm thick (mirror polished and machine cut edge)1-7-38-1

sq.mGranite stone of any colour and shade.62551 1-7-38-1-1 1,600.50

sq.mRaj Nagar plain white marble/ Udaipur green marble/ Zebra black marble.62552 1-7-38-1-2 1,441.50

sq.mExtra for stone work for wall lining on exterior walls of heightmore than 10 m from ground level for every additional heightof 3 m or part there of.

62553 1-7-39 116.30

Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang sawcut stone with (machine cut edges) of uniform colour and size upto lmxlm, fixed tostructural steel frame work and/ or with the help of cramps, pins etc. and sealingthe joints with approved weather sealant as per Architectural drawing anddirection of Engineer-in-charge. (The steel frame work, stainless steel cramps andpins etc. shall be paid for separately.)

1-7-40

sq.mRed sand stone.62554 1-7-40-1 2,047.40

sq.mWhite sand stone62555 1-7-40-2 2,118.90

kilogramProviding and fixing structural steel frame (for dry claddingwith 30 mm thick gang saw cut with machine cut edges sandstone) on walls at all heights using M.S. square/ rectangulartube in the required pattern as per architectural drawingincluding cost of cutting, bending, welding etc. The framework shall be supported in wall with the help of MS brackets/lugs of angle iron/ flats etc. which shall be welded to theframe and embedded in brick wall with cement concreteblock 1:2:4 (1 cement :2 coarse sand :4 graded stoneaggregate 20mm nominal size) of size 300x230x300mmincluding cost of necessary centring and shuttering and withapproved expansion hold fasteners on CC/RCC surfaceincluding drilling necessary holes. Approved cramps/ pinsetc. shall be welded to the frame work to support stonecladding the steel work will be given a priming coat of Zincprimer as approved by Engineer-in-charge and painted withtwo or more coats of epoxy paint (Shop drawings shall besubmitted by the contractor to the Engineer-in-charge forapproval before execution). The frame work shall be fixed intrue horizontal & vertical lines/planes. (Only structural steelframe work shall be measured for the purpose of payment,stainless steel cramps shall be paid for separately andnothing extra shall be paid.)

62556 1-7-41 126.40



11/06/13 10:54 of 169

Rate In (Rs.)


frame work shall be measured for the purpose of payment,stainless steel cramps shall be paid for separately andnothing extra shall be paid.)

eachProviding and fixing adjustable stainless steel cramps ofapproved quality and of required shape and size adjustablewith stainless steel nuts bolts and washer (total weight notless than 260 gms) for dry stone cladding fixed on framework at suitable location including making necessaryrecesses in stone slab, drilling required holes etc completeas per direction of the Engineer-in-charge.

62557 1-7-42 370.70

Specification:



11/06/13 10:54 of 169

Chapter Name Marble Work

Rate In (Rs.)


Marble work gang saw cut (polished and machine cut) of thickness 18mm for walllining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) includingpointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with anadmixture of pigment to match the marble shade: (To be secured to the backing bymeans of cramps, which shall be paid for separately).

1-8-1

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.1-8-1-1

sq.mArea of slab upto 0.50 sqm62558 1-8-1-1-1 2,445.40

sq.mArea of slab over 0.50 sqm62559 1-8-1-1-2 2,505.00

Providing and fixing 18mm thick gang saw cut mirror polished (premoulded andprepolished) machine cut for kitchen platforms, vanity counters ,window sills ,faciasand similar locations of required size of approved shade, colour and texture laidover 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with jointstreated with white cement, mixed with matching pigment, epoxy touch ups,includingrubbing, curing moulding and polishing to edge to give high gloss finish etc.completeat all levels.

1-8-2

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.1-8-2-1

sq.mArea of slab upto 0.50 sqm62560 1-8-2-1-1 2,235.40

sq.mArea of slab over 0.50 sqm.62561 1-8-2-1-2 2,294.50

Granite of any colour and shade1-8-2-2

sq.mArea of slab upto 0.50 sqm.62562 1-8-2-2-1 3,900.70

sq.mArea of slab over 0.50 sqm.62563 1-8-2-2-2 3,817.50

Extra for providing edge moulding to 18mm thick marble stone counters, Vanitiesetc. including machine polishing to edge to give high gloss finish etc. complete asper design approved by Engineer-in-Charge.

1-8-3

metreMarble work62564 1-8-3-1 112.80

metreGranite work.62565 1-8-3-2 190.10

metreExtra for fixing marble /granite stone over and above correspondingbasic item, in facia and drops of width upto 150 mm with epoxy resinbased adhesive including cleaning etc. complete.

62566 1-8-4 32.20

eachExtra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform, vanity counters and similar location inmarble/Granite/stone work including necessary holes for pillar taps etc.including rubbing and polishing of cut edges etc. complete.

62567 1-8-5 335.60

sq.mMirror polishing on marble work/Granite work/stone work where everrequired to give high gloss finish complete

62568 1-8-6 162.90



11/06/13 10:54 of 169

Rate In (Rs.)


required to give high gloss finish complete

Providing and fixing cramps of required size & shape in RCC/ CC backing withcement mortar 1:2(1 cement :2 coarse sand) including drilling necessary hole instones and embedding the cramp in the hole (fastener to be paid separately).

1-8-7

kilogramGunmetal cramps.62569 1-8-7-1 648.80

kilogramStainless steel cramps.62570 1-8-7-2 675.20

Providing and fixing expansion hold fasteners on C.C. /R.C.C. surface backingincluding drilling necessary holes and the cost of bolt etc complete.

1-8-8

Wedge expansion type1-8-8-1

eachFastener with threaded dia 6 mm.62571 1-8-8-1-1 23.40



Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3(1 cement: 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing inwhite cement complete.

1-8-9

8 mm thick.1-8-9-1

sq.mRaj Nagar plain white marble/ Udaipur green marble/ Zebra black marble.62574 1-8-9-1-1 1,406.00

sq.mGranite of any colour and shade.62575 1-8-9-1-2 1,776.80

Providing and fixing 18 mm thick stone slab table rubbed, edges rounded andpolishedof size 75x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chaseofappropriate width with chase cutter and embedding the stone in the chase withepoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 6 mm nominal size) as per direction of Engineer-in-charge andfinished smooth.

1-8-10

sq.mWhite Agaria Marble Stone.62576 1-8-10-1 2,878.50

sq.mGranite Stone of approved shade.62577 1-8-10-2 3,178.40

Specification:



11/06/13 10:54 of 169

Chapter Name Wood and PVC Work

Rate In (Rs.)


Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position

1-9-1

cu.mSecond class teak wood62578 1-9-1-1 1,33,609.70

cu.mSal wood62579 1-9-1-2 91,507.90

cu.mKiln seasoned and chemically treated Sheesham wood.62580 1-9-1-3 1,13,064.00

cu.mChir Wood67608 1-9-1-4 49,529.90

cu.mProviding laminated veneer lumber conforming to IS:14616 and TAD -15:2001( Part B) in factory made frames of doors, windows, clerestorywindows and other frames, wrought framed and fixed in position as perdirections of Engineer-in-charge.

62581 1-9-2 95,621.60

Providing wood work in frames of false ceiling, partitions etc. sawn and put up inposition

1-9-3

cu.mSal wood62582 1-9-3-1 85,189.90

cu.mKiln seasoned and chemically treated Sheesham wood.62583 1-9-3-2 1,06,149.50

Extra for additional labour for circular works, such as in frames of fan light1-9-4

cu.mSecond class teak wood62584 1-9-4-1 13,361.00

cu.mSal wood62585 1-9-4-2 9,609.50

cu.mKiln seasoned and chemically treated Sheesham wood.62586 1-9-4-3 11,361.70

Providing and fixing panelled or panelled and glazed shutters for doors, windowsand clerestory windows including ISI marked black enamelled M.S butt hinges withnecessary screws excluding panelling which will be paid for separately.

1-9-5

Second class teak wood1-9-5-1

sq.m35 mm thick shutters62587 1-9-5-1-1 3,444.50


Kiln seasoned and chemically treated Sheesham wood.1-9-5-2



cu.mChir Wood Shutter (30mm thick)67612 1-9-5-3 923.00

Providing and fixing 35 mm thick factory made laminated veneer lumber doorshutterconforming to IS : 14616 and TADS 15:2001 (Part B) including ISI marked blackenamelled M.S. butt hinges with necessary screws as per directions ofEngineer-inchargeand panelling with panels of

1-9-6



11/06/13 10:54 of 169

Rate In (Rs.)


sq.m12mm thick plain grade - 1, medium density flat pressedthree layer particle board FPT - I or graded wood particleboard FPT - I IS : 3087 marked bonded with BWP typesynthetic resin adhesive as per IS : 848 :

62591 1-9-6-1 2,856.40

sq.m12 mm thick pre-laminated particle board (decorativelamination on both sides) grade - 1, medium density flatpressed, three layer particle board FPT - I or graded woodparticle board FPT - I, conforming to IS : 3087 bonded withBWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823 Grade 1, Type - II

62592 1-9-6-2 2,856.70

sq.m12 mm thick one side Pre-laminated particle board(decorative lamination on one side and other sides balancinglamination) grade - 1 medium density flat pressed, threelayer particle board FPT - I or graded wood particle boardFPT-1 conforming to IS : 3087 bonded with BWP typesynthetic resin adhesive as per IS : 848 and pre-laminatedconforming to IS : 12823 Grade -1, Type II marked:

62593 1-9-6-3 2,856.40

Providing and fixing panelling or panelling and glazing in panelled or panelled andglazed shutters for doors, windows and clerestory windows (Area of opening forpanel inserts excluding portion inside grooves or rebates to be measured). Panellingfor panelled or panelled and glazed shutters 25 mm to 40 mm thick

1-9-7

sq.mSecond class teak wood62594 1-9-7-1 2,785.40

sq.mKiln seasoned and chemically treated Sheesham wood62595 1-9-7-2 2,449.00

Ply wood 5 ply, 9 mm thick1-9-7-3

sq.mDecorative plywood both side decorative veneer (Type -1) conforming to IS 1328BWR type.

62596 1-9-7-3-1 1,615.80

sq.mDecorative plywood one side decorative veneer andcommercial veneer on other face (Type 1) conforming to IS1328 BWR Type

62597 1-9-7-3-2 1,374.90

Ply wood 7 ply, 9 mm thick1-9-7-4

sq.mPly wood 7 ply, 9 mm thick : Decorative plywood one side decorative veneerandcommercial veneer on other face (Type 1) conforming to IS1328 BWR Type

62598 1-9-7-4-1 1,433.70

Particle Board 12 mm thick1-9-7-5

sq.mParticle Board 12 mm thick Plain particle board flat pressed, 3 layer or gradedwoodparticle board medium density Grade I, IS : 3087 marked.

62599 1-9-7-5-1 905.70

sq.mVeneered flat pressed three layer or graded wood particle board with commercialveneering on both sides conforming to IS:3097, grade I.

62600 1-9-7-5-2 1,153.60



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mPre-laminated particle board with decorative lamination onone side and balancing lamination on other side, Grade I,Type II IS: 12823 marked.

62601 1-9-7-5-3 1,450.60

sq.mPre-laminated particle board with decorative lamination onboth sides, Grade I, Type II, IS:12823 marked.

62602 1-9-7-5-4 1,501.00

Coir Veneer Board (Conforming to IS 14842)1-9-7-6

sq.m12 mm thick67548 1-9-7-6-1 0.00

Float glass panes1-9-7-7

sq.m4 mm thick glass panes67549 1-9-7-7-1 0.00

sq.m5.5 mm thick glass panes67550 1-9-7-7-2 0.00

sq.mFly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mmwide aperture with matching wood beading

67551 1-9-7-8 0.00

Providing and fixing panelling or panelling and glazing in panelled or panelled andglazed shutters for doors, windows and clerestory windows (area of opening forpanel inserts excluding portion inside grooves or rebates to be measured). Panellingfor panelled or panelled and glazed shutters 25 mm to 40 mm thick. Coir veneerboard (conforming to IS : 14842-2000)

1-9-8

sq.m12 mm thick62603 1-9-8-1 1,372.10

Providing and fixing glazed shutters for doors, windows and clerestory windowsusing 4 mm thick float glass panes including black enamelled ISI marked MS butthinges with necessary screws.

1-9-9

Second class teak wood1-9-9-1

sq.m35 mm thick62604 1-9-9-1-1 4,109.90

sq.m30 mm thick62605 1-9-9-1-2 3,659.80

Kiln seasoned and chemically treated Sheesham wood1-9-9-2

sq.m35 mm thick62606 1-9-9-2-1 3,541.20

sq.m30 mm thick62607 1-9-9-2-2 3,190.80

Kiln seasoned selected planks of sheesham wood.1-9-9-3

sq.m35 mm thick67552 1-9-9-3-1 0.00

sq.m30 mm thick67553 1-9-9-3-2 0.00

Providing and fixing factory made laminated veneer lumber glazed shutterconformingto IS 14616 and TADS 15:2001 (Part B), using 4mm thick float glass panes fordoors,windows and clerestory windows including ISI marked black enamelled M.S butthinges with necessary screws as per directions of Engineer-in-charge

1-9-10



11/06/13 10:54 of 169

Rate In (Rs.)


sq.m30 mm thick shutters62608 1-9-10-1 2,254.60

sq.mExtra for providing heavy sheet float glass panes instead of ordinary floatglass in glazed doors, windows and clerestory window shutters. (Area ofopening for glass panes excluding portion inside rebate shall bemeasured)5.5 mm thick instead of 4 mm thick.

62609 1-9-11 228.80

sq.mExtra for providing frosted glass panes 4 mm thick instead of ordinaryfloat glass panes 4 mm thick in doors, windows and clerestory windowshutters. (Area of opening for glass panes excluding portion inside rebateshall be measured).

62610 1-9-12 -43.40

sq.mDeduct for providing pin headed glass panes instead of ordinary floatglass panes weighing 4 mm thick in doors, windows and clerestorywindows, shutters (Area of opening for glass panes excluding portioninside rebate shall be measured).

62611 1-9-13 84.50

sq.mExtra for providing ISI marked Stainless Steel butt hinges instead of blackenamelled M.S. butt hinges with necessary screws. (Shutter area to bemeasured).

62612 1-9-14 108.00

Deduct if fixed shutters (without hinges) are provided instead of openable shuttersfor doors, windows or clerestory windows with

1-9-15

Stainless steel butt hinges with stainless steel screws1-9-15-1

sq.mFor 2nd class teak wood and other inferior class of wood shutters.62613 1-9-15-1-1 153.10

Black enamelled M.S. butt hinges with necessary screws.1-9-15-2

sq.mFor 2nd class teak wood and other inferior class of wood shutters.62614 1-9-15-2-1 45.10

Providing and fixing 25 mm thick shutters for cup board etc.1-9-16

Panelled or panelled & glazed shutters1-9-16-1

sq.mSecond class teak wood including ISI marked anodised aluminium butt hinges withnecessary screws.

62615 1-9-16-1-1 3,328.10

sq.mSecond class teak wood including ISI marked nickel plated bright finished M.S.piano hinges with necessary screws.

67554 1-9-16-1-2 0.00

Glazed shutters1-9-16-2

sq.mSecond class teak wood including ISI marked anodised aluminium butt hinge withnecessary screws.

62616 1-9-16-2-2 3,240.20

Providing and fixing flat pressed 3 layer particle board medium density exteriorgrade (Grade I) or graded wood particle board IS : 3087 marked to frame, backing orstudding with screws etc. complete (Frames, backing or studding to be paidseparately)

1-9-17

sq.m12 mm thick62617 1-9-17-1 509.90

sq.m18 mm thick62618 1-9-17-2 579.20



11/06/13 10:54 of 169

Rate In (Rs.)


Providing and fixing prelaminated flat pressed 3 layer (medium density) particleboard or graded wood particle board IS: 3087 marked with one side decorative andother side balancing lamination Grade I,Type II exterior grade IS : 12823 marked inshelves with screws and fittings wherever required, edges to be painted withpolyurethene primer (fittings to be paid separately).

1-9-18

sq.m18mm thick62619 1-9-18-1 1,198.00

sq.m25 mm thick62620 1-9-18-18-2 1,288.10

Providing and fixing 25 mm thick shutters for cupboards etc. including ISl markedblack enamelled M.S. butt hinges with necessary screws

1-9-19

Panelled or panelled and glazed shutters1-9-19-1

sq.mSecond class teak wood62621 1-9-19-1-1 3,150.80


sq.mSecond class teak wood62622 1-9-19-2-1 3,266.00

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I)decorative type, core of block board construction with frame of 1st class hardwood and well matched teak 3 ply veneering with vertical grains or cross bandsand face veneers on both faces of shutters.

1-9-20

sq.m35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.62623 1-9-20-1 4,121.40


sq.m25 mm thick (for cupboard) including ISI marked nickel plated bright finishedM.S.Piano hinges IS : 3818 marked

62625 1-9-20-3 3,577.80

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I)non-decorative type, core of block board construction with frame of 1st class hardwood and well matched commercial 3 ply veneering with vertical grains or crossbands and face veneers on both faces of shutters

1-9-21



sq.m25mm thick (for cupboard) including ISI marked nickel plated bright finishedM.S.piano hinges with necessary screws.

62628 1-9-21-3 2,865.60

Extra for Providing and fixing flush doors with decorative veneering1-9-22

sq.m35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.62629 1-9-22-1 375.40

metreExtra for providing lipping with 2nd class teak wood battens 25 mm minimum depthon all edges of shutters (over all area of door shutter to be measured) Over item no.9.20 and 9.21.

62630 1-9-23 457.50

Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors(cost of glass excluded) (overall area of door shutter to be measured)

1-9-24



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mRectangular or square.62631 1-9-24-1 129.00

sq.mCircular62632 1-9-24-2 199.40

Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overallarea of door shutters to be measured).

1-9-25

sq.mDecorative type door.62633 1-9-25-1 315.60

sq.mExtra for cutting rebate in flush door shutters (Total area of the shutter to bemeasured).

62634 1-9-26 93.80

Providing and fixing 35mm thick wire gauze shutters using galvanised M.S. wiregauze of average width of aperture 1.4mm with wire of dia. 0.63 mm for doors,windows and clerestory windows including ISI marked bright finished or/andblack enamelled M.S. butt hinges with necessary screws

1-9-27



Providing and fixing 35mm thick wire gauze shutters using galvanised M.S.wire gauze of average width of aperture 1.4mm with wire of dia. 0.63 mm fordoors, windows and clerestory windows including ISI marked stainless steelbutt hinges with necessary screws

1-9-28



Providing and fixing 30mm thick wire gauge shutters using galvanised M.S. wiregauge of average width of aperture 1.4mm with wire of dia. 0.63 mm for doors,windows and clerestory windows including ISI marked Stainless Steel butthinges with necessary screws

1-9-29



Providing and fixing 30mm thick wire gauze shutters using galvanised M.S. wiregauze of average width of aperture 1.4mm with wire of dia 0.63 mm for doors,windows and clerestory windows including ISl marked bright finished or /andblack enamelled M.S. butt hinges with necessary screws

1-9-30



Providing and fixing wire gauze laminated veneer lumber shutters conforming toIS :14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauze withaveragewidth of aperture 1.4mm in both directions with wire of dia 0.63mm as per IS : 1568for doors, windows and clerestory windows including ISI marked bright finishedor/ and black enamelled M.S. butt hinges with necessary screws as per directionsof Engineer-in-charge

1-9-31



11/06/13 10:54 of 169

Rate In (Rs.)


of Engineer-in-charge



Nos.Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work andfixing in cement mortar 1:3 (1 cement: 3 fine sand) and making good the walls etc.

62645 1-9-32 25.70

Providing and fixing expandable fasteners of specified size with necessary plasticsleeves and galvanised M.S. screws including drilling holes in masonry work/CC/R.C.C. and making good etc. complete.

1-9-33

Nos.25 mm long62646 1-9-33-1 13.00

Nos.32 mm long62647 1-9-33-2 15.10

Nos.40 mm long62648 1-9-33-3 18.60

Nos.50 mm long62649 1-9-33-4 20.90

Providing and fixing 2nd class teak wood plain lining tongued and grooved on andincluding wooden plugs complete with necessary screws and priming coat onunexposed surface

1-9-34

sq.m40 mm thick62650 1-9-34-1 6,486.10

sq.m25 mm thick.62651 1-9-34-2 4,179.10

sq.m20 mm thick62652 1-9-34-3 3,315.50

sq.m12 mm thick62653 1-9-34-4 2,111.00

Providing and fixing in wall lining flat pressed three layer (medium density) particleboard or graded wood prelaminated one side decorative lamination on other sidebalancing lamination Grade I,Type II, IS : 12823 marked including priming coat onunexposed surface, with necessary fixing arrangement and screws etc.

1-9-35

sq.m12 mm thick62654 1-9-35-1 1,115.70

sq.m18 mm thick62655 1-9-35-2 1,300.50

sq.m25 mm thick62656 1-9-35-3 1,153.00

Providing and fixing specified wood frame work consisting of battens 50x25mmfixed with rawl plug and drilling necessary holes for rawl plug etc. includingprimingcoat complete.

1-9-36

cu.mSheesham wood.62657 1-9-36-1 1,49,457.80

cu.mChir Wood67609 1-9-36-2 80,381.70

sq.mProviding and fixing decorative plywood 4 mm thick one side decorative veneerconforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws,priming coat on unexposed surface with:

62658 1-9-37 1,092.20

sq.mProviding and fixing 4mm thick coir veneer board, ISI marked IS : 14842 Plainlining with necessary screws, priming coat on unexposed surface etc., complete.

62659 1-9-38 926.10



11/06/13 10:54 of 169

Rate In (Rs.)


lining with necessary screws, priming coat on unexposed surface etc., complete.

Providing and fixing skirting of prelaminated with (one side decorative and otherside balancing lamination) flat pressed, 3 layer or graded particle board (mediumdensity) Grade I, Type II, IS : 12823 marked, with necessary fixing arrangementsand screws including drilling necessary holes for rawl plugs etc. and priming coaton unexposed surface complete :

1-9-39

sq.m18 mm thick62660 1-9-39-1 1,462.60

sq.m25 mm thick62661 1-9-39-2 1,547.90

Providing and fixing wooden moulded beading to door and window frames withiron screws, plugs and priming coat on unexposed surface etc. complete :

1-9-40

2nd class teak wood1-9-40-1

metre50x12 mm62662 1-9-40-1-1 140.90

metre50x20 mm62663 1-9-40-1-2 194.80

Sheesham wood1-9-40-2

metre50x12 mm62664 1-9-40-2-1 126.80

metre50x20 mm62665 1-9-40-2-2 171.40

sq.mProviding and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames tobe paid separately) including fixing 50x12 mm beading complete with :

62666 1-9-41 2,271.20

rmProviding and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer orgraded wood particle board medium density grade I, IS : 3087 marked includingtop cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickelplated M.S. pipe 20 mm dia ( heavy type ) curtain rod with nickel plated bracketsincluding fixing with 25x3 mm M.S. flat 10 cm long and rawl plugs 50 mm long(designation 10 no.) etc all complete

62667 1-9-42 321.20

rmProviding and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISImarked IS : 14842 - 2000, including top cover of 6 mm coir veneer board, nickelplated M.S. Pipe 20 mm dia (heavy type) curtain rod with nickel plated bracketsincluding fixing with 25x3 mm M.S. Flat 10 cm long and rawl plug 50 mm long(designation 10 No.) etc., all complete

62668 1-9-43 439.40

Extra for using veneered particle board conforming to IS 3097 Grade I1-9-44

sq.mNon decorative veneer on both sides.62669 1-9-44-1 29.10

sq.mParticle board with decorative veneering on both sides.62670 1-9-44-2 85.40

metreProviding and fixing teak wood lipping of size 25x3 mm in pelmet.62671 1-9-45 46.80

Providing and fixing curtain rods of 1.25 mm1-9-46

metre12 mm dia.62672 1-9-46-1 223.10

metre20 mm dia.62673 1-9-46-2 253.60



11/06/13 10:54 of 169

Rate In (Rs.)


metre25 mm dia.62674 1-9-46-3 388.60

Providing and fixing nickel plated M.S. pipe curtain rods1-9-47

metre20 mm dia (heavy type)62675 1-9-47-1 111.30

metre25 mm dia (heavy type)62676 1-9-47-2 122.20

Providing and fixing M.S. grills of required pattern in frames1-9-48

kilogramMS grills fixed to steel windows by welding.62677 1-9-48-1 104.30

kilogramMS grills fixed to openings /wooden frames with rawl plugs screws etc.62678 1-9-48-2 111.00

sq.m 3.25mm wide and 1.6mmthick for windows etc. including 62x19mm beading of Ilnd class teak wood.

62679 1-9-49 1,012.30

sq.mProviding and fixing hard drawn steel wire fabric 75x25 mm mesh of weight notless than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading ofsecond class teak wood

62680 1-9-50 1,152.30

Providing and fixing fly proof galvanised M.S. wire gauge to windows andclerestory

1-9-51

sq.mWith 2nd class teak wood beading 62X19 mm.62681 1-9-51-1 914.20

sq.mWith 12 mm mild steel U beading.62682 1-9-51-2 481.80

sq.mDeduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than7.75 Kg. per sqm in panelled and glazed door and window shutter instead of glasssheet 4 mm thick.

62683 1-9-52 864.60

QuintalProviding 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concreteblock 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate20mm nominal size)

62684 1-9-53 124.00

Providing beams including hoisting, fixing in position1-9-54

cu.mSal wood.62685 1-9-54-1 83.30

cu.mSheesham wood.62686 1-9-54-2 106.90

Providing and fixing ISI marked M.S. pressed butt hinges bright finished1-9-55

Hinges125x65x2.12 mm62687 1-9-55-1 30.50

Hinges100x58x1.90 mm62688 1-9-55-2 23.70

Hinges75x47x1.70 mm62689 1-9-55-3 19.30

Hinges50x37x1.50 mm62690 1-9-55-4 10.50

Providing and fixing IS : 1341 marked M.S. heavy weight1-9-56

Hinges125x90x4.00 mm62691 1-9-56-1 51.20

Hinges100x75x3.50 mm62692 1-9-56-2 33.10



11/06/13 10:54 of 169

Rate In (Rs.)


Hinges75x60x3.10 mm62693 1-9-56-3 21.60

Hinges50x40x2.50 mm62694 1-9-56-4 12.50

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary1-9-57

Nos.125x65x2.12 mm62695 1-9-57-1 17.80

Nos.100x58x1.90 mm62696 1-9-57-2 23.70

Nos.75x47x1.70 mm62697 1-9-57-3 19.10

Nos.50x37x1.50 mm62698 1-9-57-4 10.70

Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with1-9-58

Nos.150x125x27x2.80 mm62699 1-9-58-1 53.10

Nos.125x125x27x2.80 mm62700 1-9-58-2 50.80

Nos.100x125x27x2.80 mm62701 1-9-58-3 42.00

Nos.75x100x20x2.24 mm62702 1-9-58-4 36.40

Providing and fixing ISI marked oxidised M.S. single acting spring hinges1-9-59

Nos.150 mm62703 1-9-59-1 154.80

Nos.125 mm62704 1-9-59-2 148.90

Nos.100 mm62705 1-9-59-3 123.60

Providing and fixing oxidised M.S. double acting spring hinges1-9-60

Nos.150 mm62706 1-9-60-1 160.60

Nos.125 mm62707 1-9-60-2 154.80

Nos.100 mm62708 1-9-60-3 129.40

Providing M.S. Piano hinges ISI marked IS :1-9-61

metreOverall width 35 mm.62709 1-9-61-1 148.70



Providing and fixing ISI marked oxidised M.S.sliding door bolts1-9-62

Nos.300x16mm62712 1-9-62-1 64.90

Nos.250x16 mm62713 1-9-62-2 50.60

Providing and fixing ISI marked oxidised M.S. tower bolt black finish,1-9-63

Nos.250x10 mm62714 1-9-63-1 57.70

Nos.200x10 mm62715 1-9-63-2 50.60



11/06/13 10:54 of 169

Rate In (Rs.)


Nos.150x10 mm62716 1-9-63-3 37.80

Nos.100x10 mm62717 1-9-63-4 31.00

Nos.Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conformingto IS : 7534 with necessary screws bolts, nut and washers etc.

62718 1-9-64 66.00

Providing and fixing ISI marked oxidised M.S. door latches conforming1-9-65

Nos.300x20x6 mm62719 1-9-65-1 62.90

Nos.250x20x6 mm62720 1-9-65-2 57.00

Providing and fixing ISI marked oxidised M.S. handles conforming to IS1-9-66

Nos.125 mm62721 1-9-66-1 25.00

each100 mm62722 1-9-66-2 22.50

Nos.75 mm62723 1-9-66-3 21.30

Providing and fixing oxidised M.S. hasp and staple (safety type) conforming1-9-67

Nos.150 mm62724 1-9-67-1 21.50

Nos.115 mm62725 1-9-67-2 18.80

Nos.90 mm62726 1-9-67-3 15.90

Providing and fixing oxidised M.S. casement stays1-9-68

Nos.300 mm weighing not less than 200 gms.62727 1-9-68-1 35.30



Nos.Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors.(Weighing not less than 450 gms.)

62730 1-9-69 73.10

Providing and fixing IS : 12817 marked stainlesssteel butt hinges with stainless1-9-70

Nos.125x64x1.90 mm62731 1-9-70-1 66.50

Hinges100X58X1.90 mm62732 1-9-70-2 53.50

Hinges75x47x1.80 mm62733 1-9-70-3 38.90

Hinges50x37x1.50 mm62734 1-9-70-4 24.20

Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight)1-9-71

Hinges125x64x2.50 mm62735 1-9-71-1 75.00

Hinges100x60x2.50 mm62736 1-9-71-2 58.00

Hinges75x50x2.50 mm62737 1-9-71-3 43.30

Providing and fixing bright finished brass butt hinges with necessaryscrews etc.1-9-72



11/06/13 10:54 of 169

Rate In (Rs.)


Nos.125x85x5.5 mm (heavy type)62738 1-9-72-1 374.10

Nos.125x70x4 mm (ordinary type)62739 1-9-72-2 127.70

Nos.100x85x5.5 mm (heavy type)62740 1-9-72-3 330.30

Nos.100x70x4 mm (ordinary type)62741 1-9-72-4 101.50

Nos.75x65x4 mm (heavy type)62742 1-9-72-5 125.00

Nos.75x40x2.5 mm (ordinary type)62743 1-9-72-6 66.30

Nos.50x40x2.5 mm (ordinary type)62744 1-9-72-7 28.70

Providing and fixing bright finished brass parliamentary hinges with necessary1-9-73

Hinges150x125x27x5 mm62745 1-9-73-1 56.80

Hinges125x125x27x5 mm62746 1-9-73-2 296.10

Hinges100x125x27x5 mm62747 1-9-73-3 49.80

Hinges75x100x20x3.2 mm62748 1-9-73-4 208.10

Providing and fixing bright finished brass towerbolts (barrel type)with necessary1-9-74

Towerbolts

250x10 mm62749 1-9-74-1 285.10

Towerbolts

200x10 mm62750 1-9-74-2 223.10

Towerbolts

150x10 mm62751 1-9-74-3 182.00

Towerbolts

100x10 mm62752 1-9-74-4 120.30

Providing and fixing bright finished brass door latch with necessary screws etc.1-9-75

Nos.300x16x5 mm62753 1-9-75-1 204.50

Nos.250x16x5 mm62754 1-9-75-2 192.80

morticelatch and

lock

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6levers and a pair of lever handles with necessary screws etc. complete (best makeof approved quality).

62755 1-9-76 1,500.80

morticelatch and

lock

Providing and fixing bright finished brass 100 mm mortice latch with one dead boltand a pair of lever handles with necessary screws etc. complete (best make ofapproved quality).

62756 1-9-77 1,266.20

morticelatch and

lock

Providing and fixing bright finished brass night latch including necessary screwsetc. complete (best make of approved quality).

62757 1-9-78 621.00

Providing and fixing special quality bright finished brass cupboard or ward robe1-9-79



11/06/13 10:54 of 169

Rate In (Rs.)


morticelatch and

lock

40 mm62758 1-9-79-1 169.30

morticelatch and

lock

50 mm62759 1-9-79-2 175.20

morticelatch and

lock

65 mm62760 1-9-79-3 181.10

morticelatch and

lock

75 mm62761 1-9-79-4 204.50

Cupboardknob

Providing and fixing 50 mm bright finished brass cup board or wardrobe knob withnecessary screws (best make of approved quality)

62762 1-9-80 33.40

Providing and fixing bright finished brass handles with screws etc.1-9-81

Handles125 mm62763 1-9-81-1 172.20

Handles100 mm62764 1-9-81-2 154.30

each75 mm62765 1-9-81-3 119.10

Doorstoppers

Providing and fixing bright finished brass hanging type floor door stopper withnecessary screws, etc.

62766 1-9-82 74.60

Floor doorclosers

Providing and fixing IS : 3564 marked Aluminium die cast body tubular typeuniversalhydraulic door closer with necessary accessories and screws etc.

62767 1-9-83 1,465.80

Floor doorclosers

Providing and fixing IS : 3564 marked aluminium extruded section body tubulartype universal hydraulic door closer with double speed adjustment with necessaryaccessories and screws etc.

62768 1-9-84 1,136.90

windowfasteners

Providing and fixing bright finished brass casement window fastener with necessaryscrews etc.

62769 1-9-85 538.80

Providing and fixing bright finished brasscasement stays (straight peg type)1-9-86

Casementstays

300 mm weighing not less than 330 gms62770 1-9-86-1 152.10

Casementstays


Casementstays


Providing and fixing bright finished brass hasp and staple (safety type) with1-9-87

class150 mm62773 1-9-87-1 95.40



11/06/13 10:54 of 169

Rate In (Rs.)


hasps andstaples

115 mm62774 1-9-87-2 81.40

hasps andstaples

90 mm62775 1-9-87-3 69.60

morticelatch and

lock

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6levers and a pair of lever handles with necessary screws etc. complete (best make ofapproved quality).

62776 1-9-88 1,500.80

morticelatch and

lock

Providing and fixing chromium plated brass night latch including necessary screwsetc. complete (Best make of approved quality).

62777 1-9-89 679.70

Providing and fixing special quality chromium plated brass cupboard locks with1-9-90

morticelatch and

lock

Size 40 mm62778 1-9-90-1 165.80

morticelatch and

lock

Size 50 mm62779 1-9-90-2 175.20

morticelatch and

lock

Size 65 mm62780 1-9-90-3 189.30

morticelatch and

lock

Size 75 mm62781 1-9-90-4 213.90

Cupboardknob

Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobswith nuts complete.

62782 1-9-91 536.70

Providing and fixing chromium plated brass handles with necessary screws etc.1-9-92

Handles125 mm62783 1-9-92-1 195.70

Handles100 mm62784 1-9-92-2 171.90

Handles75 mm62785 1-9-92-3 148.50

windowfasteners

Providing and fixing chromium plated brass casement window fastener withnecessary screws etc. complete.

62786 1-9-93 116.20

Providing and fixing chromium plated brass casement stays (straight peg type)1-9-94

windowfasteners


windowfasteners


windowfasteners




11/06/13 10:54 of 169

Rate In (Rs.)


Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating1-9-95

Nos.125x75x4 mm62790 1-9-95-1 101.60

Nos.125x63x4 mm62791 1-9-95-2 96.90

Nos.100x75x4 mm62792 1-9-95-3 86.50

Nos.100x63x4 mm62793 1-9-95-4 85.30

Nos.100x63x3.2 mm62794 1-9-95-5 84.10

Nos.75x63x4 mm62795 1-9-95-6 76.10

Nos.75x63x3.2 mm62796 1-9-95-7 73.20

Nos.75x45x3.2 mm62797 1-9-95-8 66.10

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic1-9-96

slidingbolts

300x16 mm62798 1-9-96-1 213.70

slidingbolts

250x16 mm62799 1-9-96-2 178.50

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating1-9-97

Towerbolts

300x10 mm62800 1-9-97-1 103.30

Towerbolts

250x10 mm62801 1-9-97-2 89.30

Towerbolts

200x10 mm62802 1-9-97-3 73.70

Towerbolts

150x10 mm62803 1-9-97-4 60.90

Towerbolts

100x10 mm62804 1-9-97-5 48.00

Pull boltlocks

Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coatingnot less than grade AC 10 as per IS : 1868) transparent or dyed to required colourand shade with necessary screws bolts, nuts and washers etc. complete.

62805 1-9-98 67.10

Kickingplates

Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm anodised(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour or shade with necessary screws etc. complete.

62806 1-9-99 157.90

Providing and fixing aluminium handles ISI marked anodised (anodic coating not1-9-100

Handles125 mm62807 1-9-100-1 64.10

Handles75 mm62808 1-9-100-2 63.90

Handles75 mm62809 1-9-100-3 43.30



11/06/13 10:54 of 169

Rate In (Rs.)


Providing and fixing aluminium hanging floor door stopper ISI marked anodised1-9-101

Doorstoppers

Single rubber stopper62810 1-9-101-1 29.30

Doorstoppers

Twin rubber stopper62811 1-9-101-2 66.90

Casementstays

Providing and fixing aluminium casement stays ISI marked anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to requiredcolour and shade with necessary screws etc. complete.

62812 1-9-102 64.60

LockProviding and fixing bright finished brass 100 mm mortice latch and lock ISImarked with six levers and a pair of anodised (anodic coating not less than grade AC10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete(Best make of approved quality).

62813 1-9-103 1,432.00

metreProviding and fixing aluminium tee channels (heavy duty) with rollers, stop end inpelmets as curtain rod.

62814 1-9-104 64.60

Providing and fixing partition upto ceiling height consisting of G.I. frame and1-9-105

sq.m67mm overall thickness partition with 8.5 mm thick double skin Glass reinforcedGypsum (GRG) board conforming to IS: 2095: part III

62815 1-9-105-1 1,217.20

sq.m75mm overall thickness partition with 12.5mm thick double skin plain Gypsumboard conforming to IS: 2095: part I

62816 1-9-105-2 1,480.00

sq.m66mm overall thickness Partition with 8mm thick double skin Calcium SilicateBoard made with Calcareous & Siliceous materials reinforced with cellulose fibermanufactured through autoclaving process to give stable crystalline structure.Non Combustible & Spread of Flame (as per BS standard 476 Part IV & VII),Water,Termite & Fungus Resistant, Compressive Strength 225 kg/sq.cm, BendingStrength 100 kg/ sqcm.

62817 1-9-105-3 1,205.50

sq.m66mm overall thickness partition using 8mm thick double skin non- asbestosmultipurpose cement board reinforced with cellulose fibre manufactured throughautoclaving process (High pressure steam cured) as per IS: 14862, non combustible,non ignitable ,fire propagation index and surface spread of flame (as per BS 476 partIV, V, VI and VII), moisture, termite & fungus resistant, with suitable fibre cementscrew.

62818 1-9-105-4 1,114.00

Providing and fixing PTMT handles with necessary screws etc. complete.1-9-106

Nos.125x34x24 mm weighing not less than 23 gms.62819 1-9-106-1 44.70


Providing and fixing PTMT Butt hinges with necessary screws etc. complete.1-9-107

Nos.PTMT butt hinges 75x60x10mm62821 1-9-107-1 75.60

Nos.100x75x10 mm fitted with 5.5 mm dia MSBright Bar Rod weighing not less than53gms.

62822 1-9-107-2 96.40



11/06/13 10:54 of 169

Rate In (Rs.)


Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and1-9-108



Nos.Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm withsuitable washers weighing not less than 33 gms.

62825 1-9-109 36.70

sq.mProviding and fixing Bamboo jaffery/ fencing consisting of superior quality 25mmdia (Average) half cut bamboo placed vertically and fixed together with threenumbershorizontal running members of sheesham wood in scantling of section 50X25mmfixedwith nails and G.I wire to existing support complete as per direction ofEngineer-incharge.

62826 1-9-110 8,392.90

Providing and fixing wooden moulded corner beading of triangular1-9-111

metre50x50 mm (base and height).62827 1-9-111-1 247.60

metreProviding and fixing 2nd class teak wood lipping/ moulded beading or Taj beadingof size 18X5mm fixed with wooden adhesive like fevicol etc and screws/ nails ontheedges of the prelaminated particle board as per direction of Engineer-in-charge.

62828 1-9-112 45.60

Nos.Providing and fixing bright finished 100mm mortice lock with 6 levers without pairof handles for aluminium door with necessary screws etc complete (Best make ofapproved quality) as per direction of Engineer-in-charge.

62829 1-9-113 657.40

Providing and fixing magnetic catcher in cupboard / ward robe shutters including1-9-114

Nos.Triple strip vertical type.62830 1-9-114-1 39.70

Nos.Double strip (horizontal type).62831 1-9-114-2 45.60

setProviding and fixing powder coated telescopic drawer channels 300mm long withnecessary screws etc. complete as per directions of Engineer-in-charge.

62832 1-9-115 196.70

Nos.Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter byP/F stainless steel rollers to run inside C or E aluminium channel section (Thepaymentof C or E channel shall be made separately)

62833 1-9-116 13.50

Providing and fixing factory made UPVC door frame made of UPVC extruded,section

1-9-117

metreExtruded section Profile size 48x40 mm.62834 1-9-117-1 417.00

metreExtruded section Profile size 42x50 mm.62835 1-9-117-2 434.60

Providing and fixing to existing door frames.1-9-118

sq.m24 mm thick factory made PVC door shutters made of styles and rails of a UPVChollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuiltedging on both sides. The styles and rails mitred and joined at the corners by meansof M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by insertinggalvanised M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness. Thelockrail made up of’H’ section, a UPVC hollow section of size 100x24 mm and 2 mm ±0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanisedM.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panelof size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1mmwall thickness . The panels filled vertically and tie bar at two places by insertinghorizontally 6 mm galvanised M.S. rod and fastened with nuts and washers,completeas per manufacturer’s specification and direction of Engineer-in-charge. (For W.C.and bathroom door shutter).

62836 1-9-118-1 3,072.80



11/06/13 10:54 of 169

Rate In (Rs.)


of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by insertinggalvanised M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness. Thelockrail made up of’H’ section, a UPVC hollow section of size 100x24 mm and 2 mm ±0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanisedM.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panelof size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1mmwall thickness . The panels filled vertically and tie bar at two places by insertinghorizontally 6 mm galvanised M.S. rod and fastened with nuts and washers,completeas per manufacturer’s specification and direction of Engineer-in-charge. (For W.C.and bathroom door shutter).

sq.m30mm thick factory made Polyvinyl Chloride (PVC) door shutter made of stylesand rails of a UPVC profile section of size 30mm x 60mm and wall thickness 2mm±0.2mm with inbuilt decorative moulding edging on one side. The styles and railswith plastic brackets of size 75x220mm mitre and welded at the corners. The- stilesof the shutter reinforced by inserting galvanized M.S. tube of size 25x20mm and1mm ± 0.1mm wall thickness. The lock rail made up of ‘H’ section, a UPVC profilesection of size 30mm x 100mm and 2mm±0.2mm wall thickness welded to theshutter style with a UPVC profile section single panel of size not less than 620mm,having overall thickness of 20 mm and 1 mm±0.1 mm wall thickness with 20 mmpanel beading of suitable size /Glass(4mm thick plain glass)/louver section, louverframe of suitable size, as per manufactures specification and direction of Engineerin-charge. (For W.C. and bathroom door Shutter)

62837 1-9-118-2 3,190.20

sq.m25mm thick PVC flush door shutters upto 737mm width of colour and shade asapproved by Engineer-in-charge made out of a one piece Multi chamber extrudedPVC section of the size of 762mm X 25mm or less as per requirement with anaverage wall thickness of 1mm ± 0.3mm. PVC foam end cap of size 23x10mm areprovided on both vertical edges to ensure the overall thickness of 25mm. An MStube having dimensions 19mm x 19mm is inserted along the hinge side of thedoor. Core of the door shutter should be filled with High Density Polyurethanefoam. The Top & Bottom edges of the shutter are covered with an end-cap of thesize 25mm X 11mm. Door shutter shall be reinforced with special polymericreinforcements as per manufactures’ specification and drawing to take upnecessary hardware and fixtures. Stickers indicating the locations of hardwarewill be pasted at appropriate places

62838 1-9-118-3 2,955.50

metreProviding and fixing factory made P.V.C. door frame of size 50x47mm with a wallthickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred atcornersand joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, thevertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge,EPDM rubber gasket weather seal to be provided through out the frame. The doorframe to be fixed to the wall using M.S. screws of 65/100mm size complete as permanufacturers specification and direction of Engineer-in-Charge.

62839 1-9-119 535.40



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Rate In (Rs.)



sq.m30mm thick factory made solid panel PVC door shutter consisting of frame madeout of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, top &bottom rails. M.S .frame shall have a coat of steel primers of approved make andmanufacture M.S. frame covered with 5mm thick heat moulded PVC ‘C channel ofsize 30mm thickness, 110mm width out of which 90mm shall be flat and 20mmshall be tapered in 45 degree angle on either side forming stiles; and 5mm thick,110mm wide PVC sheet out of which 90mm shall be flat and 20mm shall be taperedon the inner side to form top and bottom rail and 130mm wide PVC sheet out ofwhich 90mm shall be flat and 20mm shall be tapered on both sides to form lock rail.Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail &bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. framewelded/sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheetbending on inner side, and joined together with solvent cement adhesive. Anadditional 5mm thick PVC strip of 20mm width is to be stuck on the interior side ofthe ‘C Channel using PVC solvent adhesive etc. complete as per direction ofEngineer-in-charge, manufacture’s specification & drawing.

62840 1-9-120-1 4,263.00

sq.m30mm thick factory made solid both side prelam panel PVC door shutter consistingof frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mmfor stiles, top & bottom rails. M.S. frame shall have a coat of steel primers ofapprovedmake and manufacture . M.S. frame covered with 5mm thick heat moulded prelamPVC ‘C channel of size 30mm thickness, 70mm width out of which 50mm shall beflat and 20mm shall be tapered in 45degree angle on either side forming stiles; and5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shallbe tapered in 45 degree on the inner side to form top and bottom rail and 115mmwide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered onboth sides to form lock rail. Top, button and lock rails shall be provided either sideof the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided asgap insert for top rail & bottom rail, panelling of 5mm thick both side Prelam PVCsheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joinedtogether with solvent cement adhesive. An additional 5mm thick PVC strip of 20mmwidth is to be stuck on the interior side of the ‘C Channel using PVC solventadhesiveetc. complete as per direction of Engineer-in-charge. manufacturer’s specification& drawing.

62841 1-9-120-2 4,263.00

metreProviding and fixing Fiber Glass Reinforced plastic (FRP) Door Frames ofcrosssection90mm x 45mm having single rebate of 32mm x 15mm to receive shutter of30mm thickness .The laminate shall be molded with fire resistant grade unsaturatedpolyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shallbe filled with suitable wooden block in all the three legs. The frame shall be coveredwith fibreglass from all sides. MS stay shall be provided at the bottom to steady theframe.

62842 1-9-121 517.80



11/06/13 10:54 of 169

Rate In (Rs.)


frame.


sq.m30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of requiredcolour and approved brand and manufacture, made with fire - retardant gradeunsaturated polyester resin, moulded to 3 mm thick FRP laminate for forminghollow rails and styles, with wooden frame and suitable blocks of seasoned woodinside at Code Description Unit Quantity Rate Amount required places for fixing offittings, cast monolithically with 5mm thick FRP laminatefor panels confirming to TADS 6: 1993 and / or IS: 14856 - 2000 including fixing toframes.

62843 1-9-122-1 4,263.00

sq.m30mm thick fibreglass reinforced plastice (F.R.P.) flush door shutter in differentplain and wood finish made with fire retardant grade unsaturated polyster resin,moulded to 3mm thick FRP laminate all around, with suitable wooden blocks insideat required places for fixing of fittings and polyurethane foam (PUF) / Polystyrenefoam to be used as filler material throughout the hollow panel, casted monolithicallywith testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856 :2000, complete as per direction of Engineer-in-charge

62844 1-9-122-2 3,125.10

sq.mProviding and fixing factory made door frame (single rebate) made of solid PVCfoam profile with homogenous fine cellular structure having smooth outer integralskin having 60mm width & 30mm thickness and shall be fixed to wall as perinstructions of engineer-in-charge using 100x8 sheet metal CSK screws.

62845 1-9-123 339.50

sq.mProviding and fixing 28 mm thick door shutter made of solid PVC foam profile withhomogenous fine cellular structure having smooth outer integral skin having 71mmwidth & 28mm thick as vertical & horizontal styles. Joints are made using solventadhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall befilled with 3mm thick high - pressure compact laminate as per manufacturer’sspecifications and directions of the Engineer-in-charge, cover moulding shall beprovided for covering fixing screws and elegant look.( for W.C. bathroom doorshutter).

62846 1-9-124 3,711.70

sq.mProviding and fixing PVC rigid foam sheet 1mm thick on existing door shutters(bathroom and W.C. doors) using synthetic rubber based adhesive

62847 1-9-125 1,340.60

Providing and fixing 12mm thick panelling or panelling and glazing in panelled or1-9-126

sq.mMarine plywood conforming to IS: 71062848 1-9-126-1 1,694.30

sq.mFire retardant plywood conforming to IS: 550962849 1-9-126-2 1,715.30

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain1-9-127

sq.m1.5 mm thick.62850 1-9-127-1 790.20

sq.m1.0 mm thick.62851 1-9-127-2 674.00

sq.mProviding and fixing factory made Fibreglass Reinforced plastics (F.R.P.) chajja4mm thick of required colour, size and design made by Resin Transfer Moulding(RTM) Machine Technology, resulting in void free compact laminate in singlepiece, having smooth gradual slope curvature for easy drainage of water and dulyreinforced by 50x2mm thick M.S. flat with 12mm in built hole for grouting on theexisting wall along with the flanges duly inserted and sealed in the wall complete inone single piece casted monolithically, including all necessary fittings . The FRPChajja should be manufactured using unsaturated Polyester resin as per IS: 11551complete with protective Gelcoat U/V coating on Top for complete resistance fromthe extreme of temperature, weather & sunlight,

62852 1-9-128 5,498.60



11/06/13 10:54 of 169

Rate In (Rs.)


piece, having smooth gradual slope curvature for easy drainage of water and dulyreinforced by 50x2mm thick M.S. flat with 12mm in built hole for grouting on theexisting wall along with the flanges duly inserted and sealed in the wall complete inone single piece casted monolithically, including all necessary fittings . The FRPChajja should be manufactured using unsaturated Polyester resin as per IS: 11551complete with protective Gelcoat U/V coating on Top for complete resistance fromthe extreme of temperature, weather & sunlight,

sq.mProviding and fixing cup board shutters 25mm thick, with prelaminated flat pressedthree layer particle board or graded wood particle board IS: 12823 marked exteriorgrade (Grade 1 Type II) having one side decorative lamination and other sidebalancing lamination including Ilnd class teak wood lipping of 25mm wide xl2 mmthick with necessary screws and bright finished stainless steel piano hingescomplete as per direction of the Engineer-in-Charge

62853 1-9-129 1,449.30

Providing and fixing cup board shutters with 25mm thick veneered particle board1-9-130

sq.mWith decorative veneering on one side and commercial veering on other side.62854 1-9-130-1 1,276.80

sq.mWith non decorative veneering on both sides.62855 1-9-130-2 1,183.00

Providing and fixing factory made prelaminated particle board flat1-9-131

sq.m25 mm thick.62856 1-9-131-1 2,870.80

kilogramProviding and fixing aluminum U beading of required size to prelaminated /flushdoor shutter including fixing etc. complete as per direction of Engineer-in-charge.

62857 1-9-132 437.40

Providing and fixing, in position concealed G.I. section for wall panelling using1-9-133

Tapered edge calcium silicate board made with calcareous & siliceous materialsreinforced with cellulose fiber manufactured through autoclaving process to givestable crystalline structure, Non combustible & spread of Flame (as per BS standard476 Part IV & VII), Water, Termite & Fungus resistant, compressive strength 225kg/sq.cm, Bending strength 100 kg/sq.cm.

1-9-133-1

sq.m10mm thick62858 1-9-133-1-1 931.20

Non -asbestos multipupose cement board reinforced with cellulose fibremanufactured through autoclaving process (high pressure steam cured) as per IS14862 non combustible , non ignitable, fire propagation index and surface spread offlame (as per BS 476 part IV, V, VI, and VII) moisture , termite & fungus resistantwith suitable fibre cement screw

1-9-133-2

sq.m8 mm thick62859 1-9-133-2-1 696.20

Gypsum board conforming to IS: 2095- 1996: Part - I .1-9-133-3

sq.m12.5 mm thick62860 1-9-133-3-1 897.60

sq.mSupplying and fixing of 20mm chir wood planking in roof in position includingsimple mouldings straight work as including supply of all material, labour and T&Petc required for proper completion of work.

67607 1-9-134 917.20



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Rate In (Rs.)


sq.mS/Fof of (1.5"x 3/4") chir wood beading in roof including simple mouldings straightwork as including supply of all materials labout and T&P etc. required for propercompletion of work. S.I.342(H)

67611 1-9-135 219.40

Specification:


11/06/13 10:54 of 169

Chapter Name Steel Work

Rate In (Rs.)


kilogramStructural steel work in single section fixed with or without connectingplate including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.

62861 1-10-1 66.90

kilogramStructural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in positionand applying a priming coat of approved steel primer all complete:

62862 1-10-2 84.20

sq.mProviding and fixing in position collapsible steel shutters with verticalchannels 20x10x2mm and braced with flat iron diagonals 20x5mm sizewith top and bottom rail of T-iron 40x40x6mm with 40mm dia, steelpulleys complete with bolts, nuts, locking arrangement, stoppers,handles, including applying a priming coat of approved steel primer.

62863 1-10-3 5,297.10

sq.mProviding and fixing 1mm thick M.S. sheet sliding-shutters with frame anddiagonal braces of 40x40x6mm angle iron, 3mm M.S. gussetplates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-ironguide at the top and bottom respectively including applying a priming coat ofapproved steel primer.

62864 1-10-4 3,558.50

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angleironand 3mm M.S. gusset plates at the junctions and corners, all necessary fittingscomplete, including applying a priming coat of approved steel primer

1-10-5

sq.mUsing M.S. angels 40x40x6 mm for diagonal braces.62865 1-10-5-1 3,079.60

sq.mUsing flats 30x6mm for diagonal braces and central crosspiece.

62866 1-10-5-2 2,986.40

Supplying and fixing rolling shutters of approved make, made of required size M.S.laths interlocked together through their entire length and jointed together at theend by end locks mounted on specially designed pipe shaft with brackets, sideguidesand arrangements for inside and outside locking with push and pull operationcomplete including the cost of providing and fixing necessary 27.5cm long wiresprings grade No.2 and M.S. top cover of required thickness for rolling shutters.

1-10-6

sq.m80x1.25mm M.S. laths with 1.25 mm thick top cover62867 1-10-6-1 1,871.60

sq.m80x1.20 mm M.S. laths with 1.20 mm thick top cover.62868 1-10-6-2 1,530.60

sq.m80x0.90 mm M.S. laths with 0.90 mm thick top cover.62869 1-10-6-3 1,432.00

eachProviding and fixing ball bearing for rolling shutters.62870 1-10-7 433.80

Extra for providing mechanical device chain and crank operation for operatingrollingshutters

1-10-8

sq.mExceeding 10.00 sqm and upto 16.80 sqm in the area62871 1-10-8-1 633.50



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mExceeding 16.80 sqm in area.62872 1-10-8-2 668.70

sq.mExtra for providing grilled rolling shutters manufactured out of 8 mm dia.M.S. bar instead of laths as per design approved by Engineer-in-charge.(area ofgrill to be measured).

62873 1-10-9 269.80

kilogramFixing standard steel glazed doors, windows and ventilators in wallswith 15x3mm lugs 10 cm long embedded in cement concrete blocks15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) or with wooden plugs and screws orrawl plugs and screws or with fixing clips or with bolts and nuts asrequired, including fixing of float glass panes with glazing clips andspecial metal-sash putty of approved make, or metal beading withscrews (only steel windows with lugs, glass panes cut to size andglazing clips or metal beading with screws, shall be supplied bydepartment free of cost.)

62874 1-10-10 42.50

kilogramProviding and fixing factory made ISI marked steel glazed doors,windows andventilators side /top /centre hung with beading and all members such as K11 B andK12 B etc.complete of standard rolled steel sections, joints mitred and flash buttwelded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embeddedin cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 gradedstone aggregate 20mm nominal size) or with wooden plugs and screws or rawlplugs and screws or with fixing clips or with bolts and nuts as required,including providing and fixing of hinges, pivots, float glass panes with glazingclips and special metal sash puttyof approved make and a priming coat of approved steel primer excluding thecost of metal beading and other fittings except necessary hinges or pivotscomplete as per approved design.

62875 1-10-11 266.30

metreExtra for providing and fixing steel beading of approved shape andsection with screw instead of glazing clips and metal sash putty in steeldoors, windows, ventilators and composite units.

62876 1-10-12 29.50

kilogramProviding and fixing T-iron frames for doors, windows and ventilators ofmild steel Tee-sections, joints mitred and welded with 15x3 mm lugs10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) or with wooden plugs and screws or rawl plugs and screws or withdash fastener or with fixing clips or with bolts and nuts as requireincluding fixing of necessary butt hinges and screws and applying apriming coat of approved steel primer.

62877 1-10-13 81.50

Providing and fixing pressed steel door frames confirming to IS: 4351 manufacturedfrom commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lockjamb, bead and if required angle threshold of mild steel angle of section 50x25mm,or base ties of 1.25mm pressed mild steel welded or rigidly fixed together bymechanical means, adjustable lugs with split end tail to each jamb including steelbutt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbersas specified and applying a coat of approved steel primer after pre-treatment of thesurface as directed by Engineer-in-charge

1-10-14



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Rate In (Rs.)


metreProfile B62878 1-10-14-1 349.20

metreProfile C62879 1-10-14-2 372.70

metreProfile E62880 1-10-14-3 407.90

kilogramProviding and fixing M.S. Tubular frames for doors, windows,ventilators and cupboard with L-Type section made of 1.60mm thickM.S. Sheet, joints mitred and welded and grinded finish profilesrequired size with 15x3mm lugs 10cm long embedded in cementconcrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 20mm nominal size) or with wooden plugs andscrews or rawl plugs and screws or with fixing clips or with bolts andnuts as required including fixing of necessary butt hinges and screwsand applying a priming coat of approved steel primers.

62881 1-10-15 135.10

Steel work in built up tubular trusses including cutting, hoisting fixing in positionand applying a priming coat of approved steel primer, welded and bolted includingspecial shaped washers etc. complete

1-10-16

kilogramHot finished welded type tubes.62882 1-10-16-1 97.80

kilogramHot finished seamless type tubes.62883 1-10-16-2 102.80

kilogramElectric resistance or induction butt welded tubes.62884 1-10-16-3 115.10

eachProviding and fixing M.S. fan clamp type I or II of 16 mm dia M.S. barbent to shape with hooked ends in R.C.C. slabs, beams during layingincluding painting the exposed portion of loop, all as per standarddesign complete.

62885 1-10-17 123.20

eachProviding and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mmthick M.S. sheet with its top surface hacked for proper bonding, top lidshall be screwed into the cast iron/ M.S. sheet box by means of 3.3mmdia. round headed screws, one lock at the corners. Clamp shall bemade of 12mm dia M.S. bar bent to shape as per standard drawing.

62886 1-10-18 128.50

kilogramProviding and fixing M.S. round holding down bolts with nuts andwasher plates complete.

62887 1-10-19 90.00

kilogramProviding and fixing bolts including nuts and washers complete.62888 1-10-20 112.70

kilogramProviding and fixing M.S. rivets of sizes in position.62889 1-10-21 189.10

cmWelding by gas or electric plant including transportation of plant at siteetc. complete

62890 1-10-22 2.20

kilogramProviding and fixing bright finished brass casement window fastenersor peg stays to windows/ ventilators with necessary welding andmachine screws etc. complete.

62891 1-10-23 2,754.40

eachProviding and fixing 14 mm bright finished brass spring catch to steelcentre hung ventilators with necessary welding and machine screwsetc. complete.

62892 1-10-24 42.40



11/06/13 10:54 of 169

Rate In (Rs.)


etc. complete.

Steel work welded in built up section/framed work including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer using steel etc. asrequired.

1-10-25

kilogramIn stringers, treads, landings etc. of stair cases including useof chequered plate wherever required, all complete

62893 1-10-25-1 77.50

kilogramIn gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.

62894 1-10-25-2 94.30

Providing and fixing hand rail of approved size by welding etc. to steel ladderrailing,balcony railing and staircase railing including applying a priming coat of approvedsteel primer.

1-10-26

kilogramM.S. tube62895 1-10-26-1 99.20

kilogramE.R.W. tubes.62896 1-10-26-2 119.40

kilogramG.I. pipes.62897 1-10-26-3 107.20

Specification:



11/06/13 10:54 of 169

Chapter Name Flooring

Rate In (Rs.)


Brick on edge flooring with bricks of class designation 75 including cement slurryetc. complete in cement mortar with F.P.S. bricks

1-11-1

sq.m1:4 (1 cement : 4 coarse sand)62898 1-11-1-1 934.90

sq.m1:6 (1cement : 6 coarse sand)62899 1-11-1-2 885.40

sq.mDry brick on edge flooring in required pattern with bricks of class designation75 on a bed of 12 mm mud mortar including filling joints with Jamuna sand(with F.P.S. bricks) complete.

62900 1-11-2 803.60

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement including cement slurry, but excludingthe cost of nosing of steps etc. complete.

1-11-3

sq.m40mm thick with 20mm nominal size stone aggregate.62901 1-11-3-1 378.20

sq.m52 mm thick cement concrete flooring with concrete hardener topping underlayer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardenerconsisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume.hardening compound is mixed @ 2 litre per 50kgof cement or as per manufacturers specifications. This includes cost of cementslurry, but excluding the cost of nosing of steps etc. complete.

62902 1-11-4 559.50

sq.m62 mm thick cement concrete flooring with concrete hardener topping underlayer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20mm nominal size) and top layer 12mm thick cement hardenerconsisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mmnominal size) by volume. Hardening compound is mixed @ 2 litre per 50 kg ofcement or as per manufactures specifications. This includes cost of cementslurry, but excluding the cost of nosing of steps etc. complete.

62903 1-11-5 641.10

sq.mCement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement. 18 mm thick

62904 1-11-6 315.20

cu.mCement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) including finishing complete.

62905 1-11-7 7,339.90

sq.mExtra for making chequers of approved pattern on cement concrete floors,steps, landing, pavements etc.

62906 1-11-8 29.20

40 mm thick marble chips flooring rubbed and polished to granolithic finish, underlayer 34 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stoneaggregate 12.5mm nominal size) and top layer 6mm thick with white, black,chocolate, grey, yellow or green marble chips of sizes from lmm to 4mm nominalsize laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weightin proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volumeincluding cement slurry etc. complete

1-11-9

sq.mDark shade pigment with ordinary cement.62907 1-11-9-1 575.60



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mLight shade pigment with white cement.62908 1-11-9-2 725.90

sq.mMedium shade pigment with 50% white cement and 50% ordinary cement.62909 1-11-9-3 722.60

sq.mWhite cement without any pigment.62910 1-11-9-4 0.00

sq.mLight shade pigment with ordinary cement.62911 1-11-9-5 0.00

sq.mOrdinary cement without any pigment.62912 1-11-9-6 0.00

40 mm thick marble chips flooring, rubbed and polished to granolithic finish, underlayer 3lmm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stoneaggregate 12.5mm nominal size) and top layer 9mm thick with white, black,chocolate,grey, yellow or green marble chips of sizes from 4mm to 7mm nominal size laid incement marble powder mix 3:1 (3 cement: 1 marble powder) by weight inproportionof 4:7 (4 cement marble powder : 7 marble chips) by volume including cementslurryetc. complete.

1-11-10

sq.mDark shade pigment with Ordinary cement62913 1-11-10-1 680.00


sq.mMedium shade pigment with 50% white cement and 50% ordinary cement.62915 1-11-10-3 709.40




40 mm thick marble chips flooring, rubbed and polished to granolithic finish,under layer 28 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4graded stone aggregate 12.5mm nominal size) and top layer 12mm thick withwhite, black, chocolate, grey yellow or green marble chips of sizes from 7mm to10mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marblepowder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marblechips) by volume including cement slurry etc. complete

1-11-11

sq.mDark shade pigment with ordinary cement.62919 1-11-11-1 788.20


sq.mMedium shade pigment with 50% white cement and 50% ordinary cement62921 1-11-11-3 1,103.00




Marble chips skirting (upto 30 cm height) rubbed and polished to granolithicfinish, top layer 6 mm thick with white, black, chocolate, grey, yellow or greenmarble chips of sizes from smallest to 4 mm nominal size laid in cement marblepowder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4cement marble powder mix : 7 marble chips) by volume

1-11-12



11/06/13 10:54 of 169

Rate In (Rs.)


powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4cement marble powder mix : 7 marble chips) by volume

18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement: 3coarse sand)

1-11-12-1

sq.mDark shade pigment with ordinary cement.62925 1-11-12-1-1 831.20

sq.mLight shade pigment with white cement.62926 1-11-12-1-2 980.30

sq.mMedium shade pigment with 50% white cement and 50% ordinary cement.62927 1-11-12-1-3 851.90

sq.mWhite cement without any pigment.62928 1-11-12-1-4 855.10

sq.mLight shade pigment with ordinary cement.62929 1-11-12-1-5 1,006.70

sq.mOrdinary cement without any pigment.62930 1-11-12-1-6 850.80

metreProviding and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick.

62931 1-11-13 37.10

sq.mExtra for laying terrazo flooring on staircase treads not exceeding 30cm inwidth including cost of forming, nosing etc.

62932 1-11-14 302.10

sq.mCrazy marble stone flooring including filling the gaps with light shade pigmentwith white cement marble powder mixture (3 parts of white cement : 1 partof marble powder) by weight in proportion of 4:7 (4 cement marble powdermix : 7 white, black or white and black marble chips of sizes from 1mm to4mm nominal size by volume) and under layer 25mm thick cement concrete1:2:4 (1 cement : 2 coarse sand : 4 aded stone aggregate 12.5 mm nominal size)rubbing, polishing andcement slurry etc. complete : 18 mm thick crazy marble stone white,black or asspecified.

62933 1-11-15 690.70

Precast terrazo tiles 22mm thick with graded marble chips of size upto 12mmlaid in floors, and landings, jointed with neat cement slurry mixed with pigmentto match the shade of the tiles including rubbing and polishing complete withprecast tiles on 20mm thick bed of cement mortar 1:4(1 cement :4 coarse sand):

1-11-16

sq.mLight shade using white cement.62934 1-11-16-1 432.30

sq.mMedium shade using 50%white cement and 50% ordinarycement.

62935 1-11-16-2 411.60

sq.mDark shade using ordinary cement.62936 1-11-16-3 384.10


sq.mExtra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width.62938 1-11-17 47.80

Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm inskirting and risers of steps not exceeding 30 cm in height on 12 mm thick cementplaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed withpigment to match the shade of the tiles, including rubbing and polishing completewith tiles of

1-11-18



11/06/13 10:54 of 169

Rate In (Rs.)



sq.mMedium shades using 50% white cement and 50% ordinary cement.62940 1-11-18-2 732.60



Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm infloors jointed with neat cement slurry mixed with pigment to match the shade ofthe tiles including rubbing and polishing complete on 20 mm thick bed of cementmortar 1:4 (1 cement :4 coarse sand)

1-11-19


sq.mMedium shade using 50% white cement, 50% ordinary cement.62944 1-11-19-2 858.60



Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyardjointed with neat cement slurry mixed with pigment to match the shade of tilesincluding rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar1:4 (1 cement: 4 coarse sand).

1-11-20

sq.mLight shade using white cement.62947 1-11-20-1 1,179.20

sq.mMedium shade using 50% white cement 50% Grey cement.62948 1-11-20-2 1,131.40

sq.mDark shade using ordinary cement.62949 1-11-20-3 1,128.70

sq.mOrdinary cement without any pigment.62950 1-11-20-4 1,127.20

Providing and fixing 10mm thick acid and/or alkali resistant tiles of approvedmake and colour using acid and/or alkali resisting mortar bedding and joints filledwith acid and/or alkali resisting cement as per IS : 4457 complete as per thedirection of Engineer-in- Charge.

1-11-21

In flooring on a bed of 10 mm thick mortar 1:4(1 acid proof cement: 4 coarse sand).1-11-21-1

sq.mAcid and alkali resistant tile.62951 1-11-21-1-1 351.50

In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 coarse sand).1-11-21-2

sq.mIn dado/skirting on 12 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand). Acid and alkali resistant tile.

62952 1-11-21-2-2 395.90

sq.mTile work in skirting, risers of steps and dado (up to 2 m height) over 12mm thick bed of cement

62953 1-11-22 762.00

Marble stone flooring with 18mm thick marble stone (sample of marble shall beapproved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry includingrubbing and polishing complete with

1-11-23

sq.mMakrana white second quality.62954 1-11-23-1 3,560.50



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mRaj Nagar plain.62955 1-11-23-2 1,579.40

sq.mAgaria White62956 1-11-23-3 2,159.60

sq.mBlack Zebra.62957 1-11-23-4 1,455.40

sq.mUdaipur green marble62958 1-11-23-5 1,732.50

sq.mPink plain marble.62959 1-11-23-6 1,667.20

metreExtra for pre finished nosing to treads of steps of marble stone.62960 1-11-24 271.50

sq.mExtra for marble stone flooring in treads of steps and risers using singlelength up to 2.00 metre .

62961 1-11-25 314.10

sq.mKota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab including rubbing and polishing complete with base ofcement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick.

62962 1-11-26 1,058.00

sq.mKota stone slabs 25 mm thick in risers of steps, skirting, dado andpillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3coarse sand) and jointed with grey cement slurry mixed with pigment tomatch the shade of the slabs, including rubbing and polishing complete.

62963 1-11-27 1,045.10

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cementmortar 1:5 ( 1 cement: 5 coarse sand) with joints finished flush.

1-11-28



40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cementmortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1cement: 2 stone dust) with an admixture of pigment to match the shade of stone.

1-11-29



40 mm thick rubbed stone flooring over 20 mm (average) thick base of cementmortar 1:5(1 cement :5 coarse sand) with joints 3mm thick, side buttered withcement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match theshade of stone and pointing with same mortar

1-11-30



sq.mExtra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.62970 1-11-31 76.60

sq.mExtra for Kota stone/ sand stone in treads of steps and risers usingsingle length up to 1.05 metre .

62971 1-11-32 14.90

25mm wooden planking, tongued and grooved in flooring including fixing withiron screws complete with

1-11-33



11/06/13 10:54 of 169

Rate In (Rs.)



sq.mSecond class deodar wood62973 1-11-33-2 4,002.50

sq.m38mm thick wood block flooring of first class teak wood laid over 25mmthick leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 10mm nominal size) to be paid separatelycoated with a thin layer of hot bitumen (blown type) @ 2.45 kg per sqm.including fixing blocks in position after dipping in hot bitumen (blowntype) up to half depth, planed, levelled smooth and finished complete.

62974 1-11-34 7,532.50

kilogramProviding and fixing M.S. angle 50x50x5 mm to act as nosing with lugsof M.S. flat 10x5 mm 10cm long forked at end 60cm apart (minimumthree lugs to be provided) including necessary welding and applying apriming coat of approved primer on exposed surface etc. complete.

62975 1-11-35 80.70

sq.mProviding and fixing Ist quality ceramic glazed wall tiles conforming toIS : 15622 (thickness to be specified by the manufacture ) of approvedmake in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge in skirting, risers of steps anddados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarsesand) and jointing with grey cement slurry @ 3.3kg per sqm includingpointing in white cement mixed with pigment of matching shadecomplete.

62976 1-11-36 867.70

sq.mProviding and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours such as White, Ivory, Grey, FumeRed Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4Coarse sand) including pointing the joints with white cement andmatching pigment etc., complete.

62977 1-11-37 915.70

sq.mProviding and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours, shades, except White, Ivory,Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4(1 Cement : 4 Coarse sand) including pointing the joints with whitecement and matching pigments etc., complete.

62978 1-11-38 936.10

sq.mProviding and laying rectified Glazed Ceramic floor tiles 300x300 mm ormore (thickness to be specified by the manufacturer) of 1st qualityconforming to IS : 15622 of approved make in colours White, Ivory,Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1Cement : 4 Coarse sand) including grouting the joints with white cementand matching pigments etc., complete.

62979 1-11-39 1,214.70

sq.mProviding and laying rectified Glazed Ceramic floor tiles 300x300 mm ormore (thickness to be specified by the manufacturer) of 1st qualityconforming to IS : 15622 of approved make in all colours, shades,except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thickCement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing thejoints with white cement and matching pigments etc., complete.

62980 1-11-40 1,164.30



11/06/13 10:54 of 169

Rate In (Rs.)


joints with white cement and matching pigments etc., complete.

Providing and laying vitrified floor tiles in different sizes (thickness to be specifiedby the manufacturer) with water absorption’s less than 0.08% and conforming toIS : 15622 of approved make in all colours and shades, laid on 20mm thick cementmortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cementand matching pigments etc., complete.

1-11-41

sq.mSize of Tile 50x50 cm62981 1-11-41-1 1,293.80




sq.mDeduct for not using 20mm thick cement mortar 1:4 (1 cement : 4coarse sand) bedding in laying of floor tiles.

62985 1-11-42 400.00

sq.mFixing glazed/ Ceramic/ Vitrified floor tiles with cement based highpolymer modified quick-set tile adhesive (Water based) conforming toIS: 15477 , using 5kg. adhesive per sqm of tile area, in average 3mmthickness.

62986 1-11-43 377.00

Specification:



11/06/13 10:54 of 169

Chapter Name Roofing

Rate In (Rs.)


Providing corrugated G.S. sheet roofing including vertical/curved surface fixedwith polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen andG.I. limpet washers or with G.I. limpet washers filled with white lead and includinga coat of approved steel primer and two coats of approved paint on overlapping ofsheets complete upto any pitch in horizontal/ vertical or curved surfaces) excludingthe cost of purlins, rafters and trusses and including cutting to size and shapewherever required

1-12-1

sq.m1.00mm thick with zinc coating not less than 275gm/m62987 1-12-1-1 1,121.00

sq.m0.80mm thick with zinc coating not less than 275gm/m62988 1-12-1-2 942.40

sq.m0.63 mm thick with zinc coating not less than 275gm/ m62989 1-12-1-3 790.40

Extra for straight cutting in C.G.S. sheet roofing for making opening of areaexceeding 40 sq. decimeter for chimney stacks, sky light etc.

1-12-2

metre1.00 mm thick62990 1-12-2-1 38.60

metre0.80 mm thick62991 1-12-2-2 30.90

metre0.63 mm thick62992 1-12-2-3 30.90

Extra for circular cutting in C.G.S. sheet roofing for making opening of areaexceeding 40 square decimeter

1-12-3

metre1.00 mm thick62993 1-12-3-1 206.10

metre0.80 mm thick62994 1-12-3-2 164.70

metre0.63 mm thick62995 1-12-3-3 164.70

Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed withpolymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumenwashers complete.

1-12-4

metre0.80mm thick with zinc coating not less than 275gm/m62996 1-12-4-1 605.90


Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymercoatedJ, or L hooks, bolts and nuts 8mm dia.. G.I. limpet and bitumen washers complete

1-12-5

metre1.60mm thick with zinc coating not less than 350gm/m62998 1-12-5-1 1,152.80

Providing flashing of 40 cm over all width in plain, G.S. sheet fixed with polymercoated J, or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete,bent to shape and fixed in wall with cement mortar 1:3 (1 cement: 3 coarse sand).

1-12-6


Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutterwith iron brackets 40x3mm size, bolts, nuts and washers etc. including makingnecessary connections with rain water pipes complete

1-12-7



11/06/13 10:54 of 169

Rate In (Rs.)


necessary connections with rain water pipes complete



sq.mProviding non-asbestos high impact Polypropylene reinforced cement6mm thick corrugated sheets (as per IS: 14871) roofing up to any pitchand fixing with polymer coated J, or L hooks, bolts and nuts 8mm dia.G.I. plain and bitumen washers or with self drilling fastener and EPDMwashers etc. complete excluding the cost of purlins, rafters and trusses:corrugated sheets and including cutting to size and shape whereverrequired.

63002 1-12-08 381.90

metreExtra for straight cutting in non- asbestos polypropylene reinforcedcement corrugated, semi-corrugated 6 mm thick sheet roofing formaking openings of area exceeding 40 square decimeter for chimneystacks, skylights etc.

63003 1-12-09 30.90

metreExtra for circular cutting in non-asbestos polypropylene reinforcedcement corrugated/semi-corrugated 6 mm thick sheet roofing formaking openings of area exceeding 40 square decimeter.

63004 1-12-10 85.40

metreExtra for providing and fixing wind ties of 40x 6mm flat iron section.63005 1-12-11 138.70

Providing and fixing ridges and hips in non-asbestos fibre cement high impactpolypropylene reinforced roofing with suitable fixing accessories or self drillingfastener and EPDM washer etc. complete

1-12-12

metreCorrugated serrated adjustable ridges63006 1-12-12-1 322.50

metrePlain wing adjustable ridges63007 1-12-12-2 322.50

metreClose fitting adjustable ridges63008 1-12-12-3 367.40

metreUnserrated adjustable hips63009 1-12-12-4 435.00

Providing and fixing non-asbestos fibre cement high impact polypropylenereinforced roofing accessories in all colour with polymer coated J or L hooks,bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers orwith self drilling fastener and EPDM washer etc. complete:

1-12-13

metreCorrugated apron pieces63010 1-12-13-1 292.90

metreEave's filler pieces63011 1-12-13-2 202.60

metreNorth light curves63012 1-12-13-3 335.30

metreventilator curves63013 1-12-13-4 526.10

metreBarge boards63014 1-12-13-5 525.10

pairRidge finials63015 1-12-13-6 191.20

eachSpecial north light curves63016 1-12-13-7 676.40

metreS type louvers63017 1-12-13-8 303.10



11/06/13 10:54 of 169

Rate In (Rs.)


metreProviding flat iron brackets 50x3mm size with necessary bolts, nuts andwashers etc. for fixing asbestos cement/G.S. sheets gutters withpurlins.

63018 1-12-14 117.00

Painting top of roofs with bitumen of approved quality at 17kg per 10 sqmimpregnated with a coat of coarse sand at 60 cudm per 10 sqm including cleaningthe slab surface with brushes and finally with a piece of cloth lightly soaked inkerosene oil complete

1-12-15

sq.mWith residual type petroleum bitumen of penetration 80/10063019 1-12-15-1 126.20

sq.mto slope consolidated and plastered with 25 mm thick mud mortar mixedwith bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1clay : 1 cow dung) and covered with flat tile bricks of class designation100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with2% of integral water proofing compound by weight of cement andfinished neat : With F.P.S. brick tiles

63020 1-12-16 685.60

sq.m10cm thick (average) mud phaska of damped brick earth on roofs laidto slope consolidated and plastered with 25mm thick mud mortar withbhusha at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay :1 cow-dung) and covered with machine moulded tile bricks of classdesignation 125 conforming to IS : 2690 (Part I) -1992 grouted withcement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integralwater proofing compound by weight of cement and finished neat. With machine moulded F.P.S. brick tiles

63021 1-12-17 588.80

sq.mExtra for every additional 1 cm thickness of mud phaska63022 1-12-18 10.40

sq.mProviding and laying brick tiles of class designation 100 over mumtyroofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixedwith 2% of integral water proofing compound by weight of cement, overa 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) andfinished neat : With F.P.S. brick tiles

63023 1-12-19 604.20

sq.mProviding and laying pressed clay tiles (as per approved pattern 20 mmnominal thickness and of approved size) on roofs jointed with cementmortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1cement : 4 coarse sand) and finished neat complete.

63024 1-12-20 642.60

metreProviding gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as perstandard design : In 75x75mm deep chase

63025 1-12-21 122.70

eachMaking khurras 45x45 cm with average minimum thickness of 5 cmcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate of 20 mm nominal size) over P.V.C. sheet1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement rounding the edge sandmaking and finishing the outlet complete.

63026 1-12-22 182.60



11/06/13 10:54 of 169

Rate In (Rs.)


Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1cement: 4 coarse sand) over wooden karries or R.C.C. battens (Karries andbattens to be paid separately) including pointing the ceiling joints with cementmortar 1:3 (1 cement: 3 fine sand ) complete

1-12-23

Red sand stone slab1-12-23-1

sq.mRed sand stone slab 40 to 50 mm thick63027 1-12-23-1-1 425.90

White sand stone slab1-12-23-2

sq.mWhite sand stone slab 40 to 50 mm thick63028 1-12-23-2-1 454.30

Providing and fixing insulating board ceiling of approved quality with necessarynails etc. complete (frame work to be paid separately)

1-12-24

Natural colour insulating board1-12-24-1

sq.m12 mm thick63029 1-12-24-1-1 547.00

White face insulating board1-12-24-2

sq.mWhite face insulating board 12 mm thick63030 1-12-24-2-1 663.10

Flame retardant face insulating board1-12-24-3

sq.mFlame retardant face insulating board 12 mm thick63031 1-12-24-3-1 605.00

Providing and fixing flat pressed 3 layer medium density particle board or gradedparticle board (Grade I) IS: 3087 marked in ceiling with necessary nails etc.complete(frame work to be paid separately):

1-12-25

sq.m12 mm thick63032 1-12-25-1 617.50

Providing and fixing plain multipurpose cement board (high pressure steam cured )asper IS 14862: 2000 with suitable fibre cement screw in ceiling etc complete, (framework to be paid separately ).

1-12-26

sq.m6 mm thick cement board63033 1-12-26-1 432.90

Extra for Circular cutting and waste in ceiling with1-12-27

2nd class teak wood planks1-12-27-1

metre2nd class teak wood planks 20 mm thick63034 1-12-27-1-1 459.10

Natural colour insulating board1-12-27-2

metreNatural colour insulating board 12 mm thick63035 1-12-27-2-1 192.20

White face insulating board1-12-27-3

metreWhite face insulating board: 12 mm thick63036 1-12-27-3-1 206.70

Flame retardant face insulating board1-12-27-4



11/06/13 10:54 of 169

Rate In (Rs.)


metreFlame retardant face insulating board: 12 mm thick63037 1-12-27-4-1 199.40

Standard quality hard board sheet1-12-27-5

metre3 mm thick63038 1-12-27-5-1 168.70

metre4.5 mm thick63039 1-12-27-5-2 172.50

sq.mExtra for providing and fixing ceiling to curved surfaces in narrow widths63040 1-12-28 151.80

sq.mProviding and fixing false ceiling with 12 mm thick plain/ semiperforated or with design ceiling tiles of BWP type phenol formaldehydesynthetic resin bonded pressed particle board conforming to IS:3087finished with a coat of aluminium primer on both sides & edges and twocoats of synthetic enamel paint of approved quality on exposed facefixed to a grid made out of anodised aluminium(with 15 micron anodiccoating) T-sections 35 x15x1.5 mm size main runners and crossrunners 23.5x19x1.5 mm fixed to main runners placed 600 mm centreto centre both ways so as to form a grid of 600 mm square. The framework shall be suspended from ceiling by level adjusting hangers of 6mm dia M.S rod fixed to roof slab by means of ceiling cleats. Thesuspenders shall be placed 600x 1200 mm centre to centre includingfixing to the frame with C.P brace screws and applying a priming coat ofzinc chromate yellow primer (aluminium frame work shall be paidseparately).

63041 1-12-29 352.90

sq.mExtra for providing 3 mm thick translucent white acrylic plastic sheets ofapproved quality in false ceiling instead of 12 mm thick plain/or withdesign particle board ceiling tiles in item above.

63042 1-12-30 408.20

Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling upto a height of5 m above floor level over first class kail wood strips 25x6 mm with 10 mm gap inbetween and reinforced with rabbit wire mesh fixed to wooden frame (frame workto be paid separately)

1-12-31

sq.mFlat surfaces63043 1-12-31-1 808.00

sq.mCurved surfaces63044 1-12-31-2 923.90

sq.mExtra for any sunk or raised mouldings in the plaster of Paris (Gypsumanhydrous) ceiling

63045 1-12-32 240.80

metreExtra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metreshight from floor level

63046 1-12-33 741.80

sq.mProviding and fixing thermal insulation of ceiling (under deck insulation)with Resin Bonded Fibre glass wool conforming to IS : 8193 density24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed toceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of12.5mm x 24g wire and mesh, for top most ceiling of building.

63047 1-12-34 453.50

sq.mProviding and fixing thermal insulation with Resin Bonded Fibre glasswool conforming to IS: 8193. Density 16kg/m3 , 50mm thick, wrapped in200G Virgin Polythene bags placed over existing false ceiling and heldin position by criss-crossing GI wire.

63048 1-12-35 241.20



11/06/13 10:54 of 169

Rate In (Rs.)


in position by criss-crossing GI wire.

Thermal Insulation of roofing with Expanded polystyrene fixed with suitable1-12-36

sq.mWith Type N - Normal 50 mm thick63049 1-12-36-1 209.30

sq.mWith Type SE - Self Extinguishing type 50 mm thick63050 1-12-36-2 244.20

Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement1-12-37

eachStone ware spout63051 1-12-37-1 59.40

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I, rain1-12-38

each100 mm diameter63052 1-12-38-1 141.90

each150 mm diameter63053 1-12-38-2 149.80

Providing lead caulked joints to sand cast iron rain water pipes and fittings1-12-39

each100 mm dia. Pipe63054 1-12-39-1 212.40

each150 mm dia. Pipe63055 1-12-39-2 293.60

Providing, fixing and embedding sand cast iron accessories for rain water pipes1-12-40

Sand cast iron plain shoes1-12-40-1

Nos.150 mm diameter63056 1-12-40-1-1 342.50

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes1-12-41

metre75 mm diameter63057 1-12-41-1 173.50


Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories1-12-42

Coupler1-12-42-1

each75 mm63059 1-12-42-1-1 263.80

each110 mm63060 1-12-42-1-2 470.40

Single push fit Coupler1-12-42-2

each75 mm63061 1-12-42-2-1 295.50

each110 mm63062 1-12-42-2-2 499.80

Single tee with door1-12-42-3

each75x75x75 mm63063 1-12-42-3-1 412.80

each110x110x110 mm63064 1-12-42-3-2 766.00

Single tee with door1-12-42-4

each75x75x75 mm63065 1-12-42-4-1 396.40

each110x110x110 mm63066 1-12-42-4-2 729.60



11/06/13 10:54 of 169

Rate In (Rs.)


Bend 87.5°1-12-42-5

each75 mm bend63067 1-12-42-5-1 178.20

each110 mm bend63068 1-12-42-5-2 323.80

Shoe (Plain)1-12-42-6

each75 mm Shoe63069 1-12-42-6-1 171.10

each110 mm Shoe63070 1-12-42-6-2 295.60

eachProviding and fixing unplasticised -PVC pipe clips of approved design tounplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length includingcutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarsesand) and making good the wall etc. complete. 75 mm

63071 1-12-43-1 148.60

each110 mm63072 1-12-43-2 148.60

eachProviding and fixing to the inlet mouth of rain water pipe cast irongrating 15 cm diameter and weighing not less than 440 grams.

63073 1-12-44 36.60

sq.mProviding and fixing at all height false ceiling including providing and fixingof frame work made of special sections power pressed from M.S. sheet andgalvanised in accordance with zinc coating of grade 350 as per IS : 277 andconsisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mmand 37mm at 1200mm centre to centre one flange fixed to the ceiling with dashfastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of25x25x0.55mm of required length, and other end of angle hanger being fixed withnut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mmcentre to centre to which the ceiling section 0.5mm thick button wedge of 80mmwith tapered flanges of 26mm each having clips of 10.5mm at 450mm centre tocentre shall be fixed in a direction perpendicular to G.I. channel withconnecting clips made out of 2.64mm diax230mm long G.I. wire at everyjunction including fixing the gypsum board with ceiling section and perimeterchannels 0.5mm thick 27mm high having flangesof 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with thehelp of rawl plugs at 450mm centre to centre with 25mm long drive-all screws@ 230mm interval including jointing and fixing to aflush finish of tapered and square edges of the board with recommendedfiller, jointing tapes, finisher and two coats of primer suitable for board as permanufactures specification and also including the cost of making openings forlight fittings, grills, diffusers, cutouts made with frame of perimeter channelssuitably fixed all complete as per drawing and specification and direction ofthe Engineer in Chargebut excluding the cost of painting with : 12.5 mm thick tapered edge gypsumboard conforming to IS: 2095- Part I.

63074 1-12-45 882.70

eachProviding and fixing to the inlet mouth of rain water pipe PTMT (anEngineering Thermoplastic) grating square (Slit) 150 mm square with aheight of 8 mm and weighing not less than 100 gms

63075 1-12-46 119.80



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mProviding & fixing UV stabilised fiberglass reinforced plastic sheet roofing up toany pitch including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins,rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panelrovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system underapproximately 2400 psi and hot cured. They shall be of uniform pigmentation andthickness without air pockets and shall conform to IS 10192 and IS12866.The sheets shall be opaque or translucent, clear or pigmented, textured orsmooth as specified. 2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or3" or 6" ) as specified

63076 1-12-47-1 991.80

sq.m2mm thick flat.63077 1-12-47-2 852.30

sq.mProviding & fixing pressed clay tile (Mangalore tile) 20 mm nominalthickness and of approved size and as per approved pattern ceiling onsteel frame work complete (steel frame work to be paid separately).

63078 1-12-48 340.00

sq.mProviding & laying pressed clay tile ridge (Mangalore tile) of 20mmthickness of approved pattern ceiling over steel frame work complete(steel frame work to be paid separately).

63079 1-12-49 150.50

sq.mSupply & installation of precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm +/- 5% total coated thickness (TCT) thick Zinc coating 120gsmas per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer onboth side of the sheet and polyester top coat 15-18 microns. Sheetshould have protective guard film of 25 microns minimum to avoidscratches while transportation and should be supplied in single lengthupto 12 metre or as desired by Engineer-in-charge. The sheet shall befixed using self drilling /self tapping screws of size (5.5x 55mm) withEPDM seal or with polymer coated J or L hooks, bolts and nuts 8mmdiameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead complete upto any pitch in horizontal/vertical or curved surfaces excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required.

63080 1-12-50 1,137.00

metreProviding and fixing precoated galvanised steel sheet roofing accessories 0.50mm + 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in240mpasteel grade, 5-7 microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws or with polymer coated Jor L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumenwashers complete :

63081 1-12-51-1 1,016.50

metreProviding and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm +/- 5% total coated thickness (TCT) thick Zinccoating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns using self drilling/ self tapping screws or with polymer coated Jor L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plainand bitumen washers complete : Ridges plain (500 - 600mm).

63082 1-12-51-2 551.20



11/06/13 10:54 of 169

Rate In (Rs.)


metreNorth light curves.63083 1-12-51-3 646.60

metreBarge board (Upto 300 mm).63084 1-12-51-4 513.40

sq.mCrimp curve63085 1-12-51-5 660.50

metreGutter .(600 mm over all girth).63086 1-12-51-6 766.60

sq.mProviding and fixing False Ceiling Tiles of approved materials of size595x595 mm in true horizontal level suspended on inter locking metal grid ofhot dipped galvanised steel sections (galvanized @170 gsm/sqm.) consisting ofmain "T" runner suitably spaced at joints to get required length and of size24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm centerto center and cross "T" of size 24x25mm made of 0.30mm thick (minimum)sheet, 1200mm long spaced between main "T" at 600mm center to center to form agrid of 1200x600 mm and secondary cross "T" of length 600mm and size24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle ofthe 1200x600mm panel to form grids of 600x600mm and laying false ceilingtiles of approved texture in the grid including, wherever, required,cutting/making, opening for services like diffusers, grills, light fittings, fixtures,smoke detectors etc. Main "T" runners to besuspended from ceiling using GI slotted cleats fixed to ceiling with 6 mm diaand 50mm long dash fasteners, 4mm GI adjustable rods with galvanised levelclips spaced at 1200m center to center along main T, bottom exposed width of24mm of all T-sections shall be pre-painted with polyester paint, all completeat all heights as per specifications drawings and as directed byEngineer-in-Charge.(The rate is excluding cost of tiles which will be paidseparately ).

63087 1-12-52 649.80

Specification:



11/06/13 10:54 of 169

Chapter Name Finishing

Rate In (Rs.)


12 mm cement plaster of mix1-13-1

sq.m1:4 (1 cement : 4 fine sand)63088 1-13-1-1 146.90


15 mm cement plaster on rough side of single or half brick wall of mix1-13-2


sq.m1: 6 (1 cement: 6 fine sand)63091 1-13-2-2 152.20


sq.m1:4 (1 cement : 4 find sand)63092 1-13-3-1 193.90

sq.m1:6 (1 cement : 6 find sand)63093 1-13-3-2 184.50




15 mm cement plaster on rough side of single or half brick wall of mix1-13-5

sq.m1:4 (1 cement: 4 coarse sand)63096 1-13-5-1 173.00





12 mm cement plaster finished with a floating coat of neat cement of mix1-13-7

sq.m1:3 ( 1 cement : 3 fine sand)63100 1-13-7-1 190.40

sq.m1:4 (1 cement: 4 fine sand)63101 1-13-7-2 176.20

15 mm cement plaster on rough side of single or half brick wall finished with afloating coat of neat cement of mix

1-13-8



Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neatcement.

1-13-9

sq.m12mm cement plaster.63104 1-13-9-1 191.20

sq.m20 mm cement plaster63105 1-13-9-2 257.40

sq.m15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with afloating coat of neat cement on the rough side of single or half brickwall.

63106 1-13-10 231.40



11/06/13 10:54 of 169

Rate In (Rs.)


wall.

sq.m18 mm cement plaster in two coats under layer 12 mm thick cementplaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mmthick cement plaster 1:6 (1 cement: 6 fine sand).

63107 1-13-11 208.90

sq.m18 mm cement plaster in two coats under layer 12 mm thick cementplaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thickcement plaster 1:3 (1 cement: 3 coarse sand) finished rough withsponge.

63108 1-13-12 211.20

sq.m12 mm cement plaster 1:2 (1 cement: 2 stone dust)63109 1-13-13 206.00

sq.m15 mm cement plaster 1:2 (1 cement: 2 stone dust) on the rough side of single orhalf brick wall.

63110 1-13-14 242.40

sq.m20 mm cement plaster 1:2 (1 cement: 2 stone dust)63111 1-13-15 301.80



sq.m6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floatingcoat of neat cement and thick coat of Lime wash on top of walls whendry for bearing of R.C.C. slabs and beams.

63113 1-13-17 157.00

sq.mNeat cement punning63114 1-13-18 40.50

Rough cast plaster upto 10m height above ground level with a mixture of sand andgravel or crushed stone from 6mm to 10mm nominal size dashed over and includingthe fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixedwith 10% finely grounded hydrated lime by volume of cement.

1-13-19

sq.mOrdinary cement finish using ordinary cement63115 1-13-19-1 382.10

sq.mPebble dash plaster upto 10m height above ground level with a mixtureof washed pebble or crushed stone 6mm to 12.5mm nominal sizedashed over and including fresh plaster in two layers under layer 12mmcement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mmcement plaster with cement mortar 1:3 (1 cement: 3 fine sand) mixedwith 10% finely grounded hydrated lime by volume of cement.

63116 1-13-20 344.20

sq.mExtra for providing and mixing water proofing material in cement plaster work inproportion recommended by the manufacturers.

63117 1-13-21 37.70

sq.mExtra for plastering exterior walls of height more than 10 m from groundlevel for every additional height of 3 m or part thereof.

63118 1-13-22 30.70

Extra for plastering on circular work not exceeding 6 m in radius1-13-23

sq.mIn two coats63119 1-13-23-2 24.70

sq.mIn one coat63120 1-13-23-1 16.10

Extra for plastering done on moulding cornices or architraves including neat finishto line and level

1-13-24



11/06/13 10:54 of 169

Rate In (Rs.)


to line and level

sq.mIn one coat63121 1-13-24-1 232.40

sq.mIn two coats63122 1-13-24-2 383.50

Extra for plastering1-13-25

sq.mSpherical ceiling63123 1-13-25-1 60.30

sq.mGroined ceiling63124 1-13-25-2 65.50

sq.mFlewing soffits63125 1-13-25-3 39.60

sq.mProviding and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete

63126 1-13-26 101.30

sq.mExtra for lining out plaster to imitate stone or concrete blocks walling63127 1-13-27 37.60

12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 finesand)

1-13-28

metreFlush Band63128 1-13-28-1 2.70

metreSunk Band63129 1-13-28-2 3.00

metreRaised Band63130 1-13-28-3 3.50

metreMoulded Band63131 1-13-28-4 5.70

18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 finesand)

1-13-29

metreFlush Band63132 1-13-29-1 3.50

metreSunk Band63133 1-13-29-2 3.80

metreRaised Band63134 1-13-29-3 4.30

metreMoulded Band63135 1-13-29-4 7.70

metre18 mm thick moulded cement mortar band in two coats under layer 12mm thick withcement mortar 1:5 (1cement: 5 coarse sand) top layer 6mm thick with cement mortar1:4 (1 cement: 4 fine sand).

63136 1-13-30 7.70

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 finesand)

1-13-31

sq.mFlush / Ruled/ Struck or weathered pointing.63137 1-13-31-1 85.70

sq.mRaised and cut pointing63138 1-13-31-2 143.40

Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand)1-13-32

sq.mFlush/ Ruled/ Struck or weathered pointing63139 1-13-32-1 118.10

Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand)1-13-33

sq.mFlush/ Ruled pointing63140 1-13-33-1 122.30



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mRaised and cut pointing63141 1-13-33-2 226.80

sq.mRaised and cut pointing on stone work in white cement mortar 1:3 (1white cement: 3 marble dust)

63142 1-13-34 250.90

sq.mPointing on stone slab ceiling with cement mortar 1:2 (1 cement: 2 finesand): Flush/ Ruled pointing

63143 1-13-35 69.90

sq.mExtra for pointing on walls on the outside at height more than 10 m fromground level for every additional height of 3 m or part there of

63144 1-13-36 4.60

sq.mWhite washing with lime to give an even shade: New work (three or more coats)63145 1-13-37 12.40

sq.mSatna lime wash on walls one coat63146 1-13-38 4.70

Colour washing such as green, blue or buff to give an even shade1-13-39

sq.mNew work (two or more coats) with a base coat of white washing with lime63147 1-13-39-1 16.20

sq.mNew work (two or more coats) with a base coat of whiting63148 1-13-39-2 16.40

sq.mDistempering with dry distemper of approved brand and manufacture(two or more coats) and of required shade on new work, over andincluding priming coat of whiting to give an even shade.

63149 1-13-40 55.70

Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade

1-13-41

sq.mNew work (two or more coats) over and including priming coat with cement primer63150 1-13-41-1 92.40

Distempering with 1st quality acrylic washable distemper (ready made) of approvedmanufacturer and of required shade and colour complete, as per manufacturer’sspecification

1-13-42

sq.mTwo or more coats on new work.63151 1-13-42-1 49.60

Applying one coat of cement primer of approved brand and manufacture on wallsurface

1-13-43

sq.mCement primer63152 1-13-43-1 33.80

Finishing walls with water proofing cement paint of required shade1-13-44

sq.mNew work (Two or more coats applied @ 3.84 kg/10 sqm).63153 1-13-44-1 50.00

Finishing walls with textured exterior paint of required shade1-13-45

sq.mNew work (Two or more coats applied @ 3.28 ltr/10 sqm) over and includingbase coat of water proofing cement paint applied @ 2.20kg/10 sqm.

63154 1-13-45-1 129.20

Finishing walls with Acrylic Smooth exterior paint of required shade1-13-46

sq.mNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including basecoat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

63155 1-13-46-1 61.30

Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additivesof required shade

1-13-47



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mNew work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including basecoat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

63156 1-13-47-1 67.10

Finishing walls with Deluxe Multi surface paint system for interiors and exteriorsusing Primer as permanufacturers specifications

1-13-48

sq.mTwo or more coats applied @ 1.25 ltr/10 sqm. over and including one coat ofSpecial primer applied @0.75 ltr/10 sqm.

63157 1-13-48-1 96.30

sq.mPainting wood work with Deluxe Multi Surface Paint ofrequired shade. Two or more coat applied @0.90 ltr/10 sqmover an under coat of primer applied @0.75 ltr/ 10 sqm ofapproved brand or manufacture

63158 1-13-48-2 83.30

sq.mPainting Steel work with Deluxe Multi Surface Paint to givean even shade. Two or more coat applied @0.90 ltr/10 sqmover an under coat of primer applied @ 0.80 ltr/ 10 sqm ofapproved brand or manufacture

63159 1-13-48-3 83.90

sq.mExtra for applying water proofing cement paint as primer applied @ 2.2kg/ 10 sqm instead of primer for exterior finishing in Item No. 13.48.1

63160 1-13-49 0.50

Applying priming coat1-13-50

sq.mWith ready mixed pink or Grey primer of approved brand and manufacture on woodwork (hard and soft wood)

63161 1-13-50-1 31.50

sq.mWith ready mixed aluminium primer of approved brand andmanufacture on resinous wood and plywood

63162 1-13-50-2 32.80

sq.mWith ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel galvanisediron/steel works

63163 1-13-50-3 27.60

sq.mWith ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel work (secondcoat)

63164 1-13-50-4 15.40

sq.mPainting one thin coat with white lead of approved brand andmanufacture on wet or patchy portion of plastered surfaces

63165 1-13-51 38.30

Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer’ specifications including appropriate priming coat,preparationof surface, etc. complete.

1-13-52

sq.mOn Steel work63166 1-13-52-1 112.30

sq.mOn concrete work63167 1-13-52-2 115.00

Painting on G.S. sheet with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade

1-13-53

sq.mNew work (two or more coats) including a coat of approved steel primer butexcluding a coat of mordant solution.

63168 1-13-53-1 76.30



11/06/13 10:54 of 169

Rate In (Rs.)


Applying a coat of mordant solution on G.S. sheet1-13-54

sq.mWith a solution of 38 gms of copper acetate in a litre of soft water63169 1-13-54-1 27.90

sq.mWith a solution made of 13 gms of hydrochloric acid in asolution of 13 gms each of copper chloride, copper nitrateand ammonium chloride dissolved in a litre of soft water.

63170 1-13-54-2 23.40

Painting (two or more coats) on rain water, soil, waste and vent pipes and fittingswith black anticorrosive bitumastic paint approved brand and manufacture over andincluding a priming coat of readymixed zinc chromate yellow primer onnew work

1-13-55

metre100 mm diameter pipes63171 1-13-55-1 30.70


Painting (two or more coats) on rain water, soil, waste and vent pipes and fittingswith synthetic enamel paint of approved brand and manufacture and required colourover a priming coat of approved steel primer on new work.

1-13-56



Painting with oil type wood preservative of approved brand and manufacture1-13-57

sq.mNew work (Two or more coats )63175 1-13-57-1 20.90

sq.mProviding and applying two coats of fire retardant paint unthinned oncleaned wood/ply surface @ 3.5 sqm per litre per coat includingpreparation of base surface as per recommendations of manufacturerto make the surface fire retardant.

63176 1-13-58 310.50

sq.mCoal tarring two coats on new work using 0.16 and 0.12 litre coal tar persqm in the first coat and second coat respectively.

63177 1-13-59 21.60

Wall painting with plastic emulsion paint of approved brand and manufacture togive an even shade

1-13-60

sq.mTwo or more coats on new work63178 1-13-60-1 89.10

Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade

1-13-61


Painting with synthetic enamel paint of approved brand and manufacture of requiredcolour to give an even shade

1-13-62

sq.mTwo or more coats on new work over an under coat of suitable shade with ordinarypaint of approved brand and manufacture.

63180 1-13-62-1 101.30

Painting with aluminium enamel paint of approved brand and manufacture to givean even shade

1-13-63



11/06/13 10:54 of 169

Rate In (Rs.)



Painting with acid proof paint of approved brand and manufacture to give an evenshade

1-13-64


Painting with black anti-corrosive bitumastic paint of approved brand andmanufacture to give an even shade

1-13-65


Floor Painting with floor enamel paint of approved brand and manufacture to givean even shade

1-13-66


Varnishing with varnish of approved brand and manufacture1-13-67

sq.mTwo or more coats of glue sizing with copal varnish over an under coat of flattingvarnish.

63185 1-13-67-1 100.30

sq.mTwo or more coats glue sizing with spar varnish or an undercoat of flatting varnish.

63186 1-13-67--2 103.60

French spirit polishing1-13-68

sq.mTwo or more coats on new works including a coat of wood filler.63187 1-13-68-1 195.70

Polishing on wood work with ready made wax polish of approved brand andmanufacture

1-13-69

sq.mNew work63188 1-13-69-1 72.20

sq.mFloor polishing on masonry or concrete floors with wax polish ofapproved brand and manufacture.

63189 1-13-70 34.20

metreLettering with black Japan paint of approved brand and manufacture63190 1-13-71 35.20

sq.mWashed stone grit plaster on exterior walls of height upto 10 M. above level intwo layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand )furrowing the under layer with scratching tool,applying cement slurry on theunder layer @ 2 Kg of cement per square metre,top layer 15mm cement plaster1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panelswith groove all around as per approved pattern including scrubbing and washing,the top layer with brushes and water to expose the stone chippings ,complete asper specification and direction of Engineer-in- charge (Payment for providinggrooves shall be made separately).

63191 1-13-72 522.20

Forming groove of uniform size in the top layer of washed stone grit plaster as perapproved pattern using wooden battens, nailed to the under layer including removalof wooden battens, repair to the edges of panels and finishing the groove completeas per specifications and direction of the Engineer-in-charge

1-13-73

metre15 mm wide and 15 mm deep groove63192 1-13-73-1 27.90



11/06/13 10:54 of 169

Rate In (Rs.)


metre20 mm wide and 15 mm deep groove63193 1-13-73-2 28.60

sq.mExtra for washed grit plaster on exterior walls of height more than 10m fromground level for every additional height of 3 m or part thereof.

63194 1-13-74 69.50

sq.mExtra for washed stone grit plaster on circular work not exceeding 6m inradius (in two coats).

63195 1-13-75 48.00

metreForming groove of uniform size from 12x12mm and upto 25x15mm inplastered surface as per approved pattern using wooden battens, nailedto the under layer including removal of wooden battens, repairs to theedges of plaster panel and finishing the groove complete as perspecifications and direction of the Engineer-in-Charge.

63196 1-13-76 28.00

sq.mExtra for using white cement in place of ordinary cement in the top layerof the item of washed st

63197 1-13-77 93.80

sq.mProviding and applying 12 mm thick (average) premixed formulated onecoat gypsum lightweight pl

63198 1-13-78 230.80

kilogramExtra for addition of synthetic polyster triangular fibre of length 6mm, effectivediameter of 10-40 microns and specific gravity of 1.34 to 1.40 in cementconcrete/RCC/Flooring/Water retaining structure by using 125 gms of syntheticpolyster triangular fibre for 50 kg cement used as per directions of engineer incharge.(Rates are for per kg of cement used in the plaster)

63199 1-13-79 1.10

Specification:



11/06/13 10:54 of 169

Chapter Name Repairs to Buildings

Rate In (Rs.)


Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres andunder including cutting the patch in proper shape, raking out joints and preparingand plastering the surface of the walls complete including disposal of rubbish to thedumping ground within 50metres lead

1-14-1

sq.mWith cement mortar 1:4 (1 cement: 4 fine sand)63200 1-14-1-1 220.40

sq.mWith cement mortar 1:4(1 cement: 4 coarse sand).63201 1-14-1-2 219.00

Fixing chowkhats in existing opening including embedding chowkhats in floors orwalls cutting masonry for holdfasts embedding hold fasts in cement concrete blockswith cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) painting two coats of approved wood preservative to sides ofchowkhats and making good the damages to walls and floors as required completeincluding disposal of rubbish to the dumping ground within 50 metres lead

1-14-2

eachDoor chowkhats63202 1-14-2-1 721.80

eachWindow chowkhats63203 1-14-2-2 443.90

eachClerestory window chowkhats63204 1-14-2-3 301.00

eachFixing chowkhat in existing opening in brick / RCC wall with dashfasteners of appropriate size/ chemical fastener (3nos on each verticalmember of door chowkhat and 2 nos. on each vertical member ofwindow 1.20 metre height as per CPWD specification including Cost ofdash fasteners/ chemical fastener.

63205 1-14-3 111.70

Making the opening in brick masonry including dismantling in floor or walls bycuttingmasonry and making good the damages to walls, flooring and jambs complete tomatch existing surface i/c disposal of mulba/ rubbish to the nearest dumping ground.

1-14-4

sq.mFor door/ window/ clerestory window.63206 1-14-4-1 392.00

Renewing glass panes, with putty and nails wherever necessary1-14-5

sq.mFloat glass panes of thickness 4 mm63207 1-14-5-1 618.80

sq.mFloat glass panes of thickness 5.5 mm63208 1-14-5-2 870.40

Renewing glass panes, with wooden fillets wherever necessary1-14-6


sq.mFloat glass panes of thickness 5.5 mm63210 1-14-6-2 1,066.30

Renewing glass panes and refixing existing wooden fillets1-14-7


sq.mFloat glass panes of thickness 5.5 mm63212 1-14-7-2 892.10

Supplying and fixing new wooden fillets wherever necessary1-14-8



11/06/13 10:54 of 169

Rate In (Rs.)


metre2nd class teak wood fillets63213 1-14-8-1 163.50

metreSheesham wood fillets.63214 1-14-8-2 134.50

metreRenewal of old putty of glass panes (length)63215 1-14-9 20.50

sq.mRefixing old glass panes with putty and nails63216 1-14-10 209.10

sq.mFixing old glass panes with wooden fillets (excluding cost of fillets)63217 1-14-11 165.60

eachProviding and fixing 16 mm M.S. Fan clamps of standard shape andsize in existing R.C.C. slab including cutting chase and making goodand painting exposed portion of the clamps complete.

63218 1-14-12 213.00

sq.mRegrading terracing of mud phaska covered with tiles or brick, incement by dismantling tiles or bricks, removing mud plaster preparingthe surface of mud phaska to proper slope relaying mud plaster gobrileaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3fine sand) including replacing unserviceable tiles or bricks with newones and disposal of unserviceable material to the dumping ground (thecost of the new tiles or brick excluded) within 50 metres lead.

63219 1-14-13 254.40

Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement: 4 coarsesand) including necessary repairs and cement pointing with same mortar completeincluding disposal of rubbish to dumping ground within 50 metres of lead

1-14-14

sq.mRed/ white sand stone slabs 30 to 50 mm thick.63220 1-14-14-1 485.20

Renewing wooden battens in roofs, including making good the holes in wall andpainting with oil type wood preservative of approved brand and manufacturecomplete including removal of rubbish to the dumping ground within 50 metreslead

1-14-15

cu.mSal wood battens.63221 1-14-15-1 82,497.10

Renewing wooden beams in roofs including making good the holes in walls andpainting with oil type wood preservative of approved brand and manufacturecomplete including removal of rubbish to the dumping ground within 50 metreslead

1-14-16

Renewing wooden beams(not exceeding 4.00 in length) in roof.1-14-16-1

cu.mRenewing sal wood beams(not exceeding 4.00 in length) in roof63222 1-14-16-1-1 92,050.40

cu.mRenewing Sheesham wood beams(not exceeding 4.00 in length) in roof63223 1-14-16-1-2 1,13,632.50

Renewing wooden beams(above 4.00 metres and upto 5.00 metres length).1-14-16-2

cu.mRenewing sal wood beams(above 4.00 metres and upto 5.00 metres length).63224 1-14-16-2-1 92,380.30

cu.mRenewing Sheesham wood beams(above 4.00 metres and upto 5.00 metres length).63225 1-14-16-2-2 1,13,969.00

sq.mRaking out joints in lime or cement mortar and preparing the surface forre-pointing or replastering including disposal of rubbish to the dumpingground within 50 metres lead.

63226 1-14-17 18.10



11/06/13 10:54 of 169

Rate In (Rs.)


Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% ofintegral water proofing compound by weight of cement for flat tile bricks on top ofmud phaska

1-14-18

sq.mWith F.P.S. brick tiles63227 1-14-18-1 47.60

sq.mWith modular brick tiles63228 1-14-18-2 48.70

kilogramTaking out wind ties from roof including cutting out rusted bolts, nutsetc. and removing materials to any distance within compound andstacking.

63229 1-14-19 1.60

metreFixing of old wind tie with new fittings including painting two or morecoats with anticorrosive bitumastic paint of approved brand &manufacturer over and including priming coat of ready mixed zincchromate yellow primer of approved brand.

63230 1-14-20 543.00

kilogramRenewing bottom rail and/or top runner of collapsible gate includingmaking good all damages and applying priming coat of zinc chromateyellow primer of approved brand and manufacturer.

63231 1-14-21 141.70

Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting andfixing the same with necessary clamps, nuts and bolts/welding and erection etc.complete.

1-14-22

cmWheel 50 mm dia. and below63232 1-14-22-1 120.70

cmWheel above 50 mm dia.63233 1-14-22-2 191.90

Killo LitrePumping out water caused by springs,tidal or river seepage, broken water mains ordrains and the like.

63234 1-14-23 91.00

cu.mMud mortar63235 1-14-24 423.60

cu.mBrick work with bricks of class designation 75 in mud mortar63236 1-14-25 6,051.10

Providing and fixing 25 mm thick shutters for cup board etc.1-14-26

Panelled or panelled & glazed shutters1-14-26-1

sq.mProviding and fixing 25 mm thick shutters for cup board etc. :Panelled or panelled & glazed shutters : Superior class teak wood includingnickel plated bright finished M.S. piano hinges with necessary screws.

63237 1-14-26-1-1 3,364.40

sq.mIst class teak wood including nickel plated bright finishedM.S. piano hinges with necessary screws.

63238 1-14-26-1-2 3,427.40


sq.mSuperior class teak wood including nickel plated bright finished M.S. pianohinges with necessary screws.

63239 1-14-26-2-1 3,448.60

sq.mIst class teak wood including nickel plated bright finishedM.S. piano hinges with necessary screws.

63240 1-14-26-2-2 3,516.30

Providing and fixing plain jaffri door and window shutters including bright or/andblack enamelled M.S. butt hinges with necessary screws 35xl0mm laths placed35mm apart (frames to be paid separately) including fixing 50x12mm beadingcomplete with

1-14-27



11/06/13 10:54 of 169

Rate In (Rs.)


black enamelled M.S. butt hinges with necessary screws 35xl0mm laths placed35mm apart (frames to be paid separately) including fixing 50x12mm beadingcomplete with

sq.mSecond class teak wood.63241 1-14-27-1 1,609.00

Providing and fixing curtain rods of 1.25mm thick brass plates with two brassbrackets fixed with brass screws and wooden plugs etc. wherever necessarycomplete.

1-14-28

metre20 mm diameter.63242 1-14-28-1 156.30

metre25 mm diameter.63243 1-14-28-2 178.60

kilogramProviding and fixing M.S. round or square bars with M.S. flats at required spcing inwooden frames of windows and clerestory windows.

63244 1-14-29 62.70

Providing joists (karries) including hoisting fixing in position and applying woodpreservative on unexposed surface etc.complete with

1-14-30

cu.mSal wood.63245 1-14-30-1 81,817.90

cu.mSheesham wood.63246 1-14-30-2 1,01,455.70

Providing and fixing bright finished brass single acting spring hinges with necessaryscrews etc. complete

1-14-31

each150 mm63247 1-14-31-1 397.00

each125 mm63248 1-14-31-2 338.30

each100 mm63249 1-14-31-3 217.30

Providing and fixing bright finished brass double acting spring hinges withnecessaryscrews etc. complete

1-14-32

each150 mm63250 1-14-32-1 631.60

each125 mm63251 1-14-32-2 455.70

each100 mm63252 1-14-32-3 393.20

Providing and fixing bright finished brass flush bolts with necessary screwsetc.complete

1-14-33

each250 mm63253 1-14-33-1 181.80

each150 mm63254 1-14-33-2 156.60

each100 mm63255 1-14-33-3 115.60

eachProviding and fixing 150 mm bright finished floor brass door stopperwith rubber cushion, screws etc. to suit shutter thickness complete

63256 1-14-34 200.40

Providing and fixing bright finished brass hard drawn hooks and eyes1-14-35

each300 mm63257 1-14-35-1 85.30



11/06/13 10:54 of 169

Rate In (Rs.)


each250 mm63258 1-14-35-2 82.40

each200 mm63259 1-14-35-3 76.50

each150 mm63260 1-14-35-4 73.60

each100 mm63261 1-14-35-5 61.90

eachProviding and fixing bright finished brass fan light pivot with necessaryscrews etc. complete.

63262 1-14-36 34.00

eachProviding and fixing 300 mm long bright finished brass chain with hookfor fan light including necessary screws etc. complete.

63263 1-14-37 44.90

eachProviding and fixing bright finished brass quadrant stay 300mm longwith necessary screws etc. complete.

63264 1-14-38 150.50

eachProviding and fixing bright finished brass helical door spring (superiorquality).

63265 1-14-39 389.20

Providing and fixing chromium plated brass butt hinges with necessary screwsetc. complete.

1-14-40

each125x70x4 mm (ordinary type)63266 1-14-40-1 132.40

each100x70x4 mm (ordinary type)63267 1-14-40-2 107.40

each75x65x4 mm (heavy type)63268 1-14-40-3 132.10

each75x40x2.5 mm (ordinary type)63269 1-14-40-4 70.50

each50x40x2.5 mm (ordinary type)63270 1-14-40-5 30.60

eachProviding and fixing 85x42mm chromium plated brass pull bolt lock withnecessary screws, nuts, bolts and washers etc. complete.

63271 1-14-41 131.80

sq.mRemoving white or colour wash by scrapping and sand papering andpreparing the surface smooth including necessary repairs to scratchesetc. complete

63272 1-14-43 5.20

sq.mDistempering with dry distemper of approved brand and manufacture(one or more coats) and of required shade on old work to give an evenshade.

63273 1-14-44 29.50

sq.mDistempering with oil bound washable distemper of approved brand andmanufacture to give an even shade : Old work (one or more coats)

63274 1-14-45 35.30

sq.mRemoving dry or oil bound distemper, water proofing cement paint andthe like by scrapping, sand papering and preparing the surface smoothincluding necessary repairs to scratches etc. complete.

63275 1-14-46 6.90

sq.mPainting on G.S. sheet with synthetic enamel paint of approved brandand manufacture of required colour to give an even shade : Old work (one or morecoats)

63276 1-14-47 40.00

metrePainting (two or more coats) on rain water, soil, waste and vent pipesand fittings with black anticorrosive bitumastic paint of approved brandand manufacture over and including a priming coat of ready mixed zincchromate yellow primer on new work : 75 mm diameter pipes

63277 1-14-48 22.90



11/06/13 10:54 of 169

Rate In (Rs.)


and fittings with black anticorrosive bitumastic paint of approved brandand manufacture over and including a priming coat of ready mixed zincchromate yellow primer on new work : 75 mm diameter pipes

metrePainting (one or more coats) on rain water, soil, waste and vent pipesand fittings with black anticorrosive bitumastic paint of approved brandand manufacture on old work : 75 mm diameter pipes

63278 1-14-49 10.70

metrePainting (two or more coats) on rain water, soil, waste and vent pipesand fittings with aluminium paint of approved brand and manufacture over apriming coat of ready mixed zinc chromate yellow primer on newwork : 75 mm diameter pipes

63279 1-14-50 26.40

sq.mPainting with oil type wood preservative of approved brand andmanufacture : Old work (one or more coats)

63280 1-14-52 15.90

sq.mWall painting with plastic emulsion paint of approved brand andmanufacture to give an even shade : One or more coats on old work.

63281 1-14-53 57.90

sq.mPainting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade : One or more coats on oldwork.

63282 1-14-54 45.70

sq.mPainting with aluminium paint of approved brand and manufacture togive an even shade : One or more coats on old work.

63283 1-14-55 42.40

sq.mPainting with acid proof paint of approved brand and manufacture ofrequired colour to give an even shade : One or more coats on old work.

63284 1-14-56 36.70

sq.mPainting with black anti-corrosive bitumastic paint of approved brandand manufacture to give an even shade : One or more coats on old work.

63285 1-14-57 35.30

sq.mFrench spirit polishing : One or more coats on old work.63286 1-14-58 99.10

sq.mPolishing on wood work with ready made wax polish of approved brandand manufacture : Old work

63287 1-14-59 36.60

sq.mPainting (one or more coats) with black Japan paint of approved brandand manufacture to give an even shade.

63288 1-14-61 37.10

sq.mDistempering with 1st quality acrylic washable distemper (ready made)of approved manufacturer and of required shade and colour complete.as per manufacturer's specification. One or more coats on old work.

63289 1-14-63 31.30

sq.mFinishing walls with water proofing cement paint of required shade : Old work(one or more coats applied @ 2.20 kg/10 sqm)over priming coat of primer applied @ 0.80 litrs/10 sqmcomplete including cost of Priming coat.

63290 1-14-64 49.30

sq.mMelamine polishing on wood work (one or more coat).63291 1-14-70 75.00

sq.mVarnishing with flatting varnish of approved brand and manufacture oneor more coats on old work.

63292 1-14-71 46.20



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mProviding and fixing double scaffolding system (cup lock type) on theexterior side, up to seven story height made with 40mm dia. M.S. tube1.5 m centre to centre horizontal & vertical tubes joining with cup & locksystem with M.S. tubes, M.S. tube challies, M.S. clamps and M.S.staircase system in the scaffolding for working platform etc. andmaintaining it in a serviceable condition for the required duration asapproved and removing it there after .The scaffolding system shall bestiffened with bracings, runners, connection with the building etcwherever required for inspection of work at required locations withessential safety features for the workmen etc. complete as perdirections and approval of Engineer-in-charge .The lavational area ofthe scaffolding shall be measured for payment purpose .The paymentwill be made once irrespective of duration of scaffolding.

63293 1-14-72 307.10

metrePainting(one or more coats) on rain water,soil, waste and vent pipes and fittings withblack anticorrosive bitumastic paint approved brand and manufacture on old work :150 mm diameter pipes

63294 1-14-68-2 20.10

sq.mVarnishing with varnish of approved brand and manufacture: One or more coatswith copal varnish.

63295 1-14-69-1 39.00

sq.mOne or more coats with spar varnish.63296 1-14-69-2 39.00

sq.mWhite washing with lime to give an even shade : Old work (two or more coats)

63297 1-14-42-1 7.50

sq.mOld work (one or more coats)63298 1-14-42-2 45.90

metrePainting (one or more coats) on rain water, soil, waste and vent pipesand fittings with synthetic enamel paint of approved brand andmanufacture and required colour on old work : 75 mm diameter pipes

63299 1-14-51-1 12.70



eachProviding and fixing C.P. brass chain and rubber plug complete for sinkor wash basin : 32 mm dia

63302 1-14-62-1 44.50

eachProviding and fixing C.P. brass chain and rubber plug complete for sinkor wash basin :40 mm dia

63303 1-14-62-2 45.70

sq.mFinishing walls with textured exterior paint of required shade : Old work (Two ormore coats on existing cement paintsurface applied @ 3.28 ltr/10 sqm.

63304 1-14-65-1 108.40

sq.mOld work (One or more coats) applied @ 1.82 ltr/10 sqm.63305 1-14-65-2 45.70

sq.mFinishing walls with Acrylic Smooth exterior paint of required shade : Old work(Two or more coat applied @ 1.67 ltr/ 10 sqm) onexisting cement paint surface).

63306 1-14-66-1 60.10

sq.mOld work (One or more coat applied @ 0.90 ltr/10 sqm).63307 1-14-66-2 200.30



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mFinishing walls with Premium Acrylic Smooth exterior paint with Siliconeadditives of required shade Old work (Two or more coats applied @ 1.43 ltr/10 sqm)over existing cement paint surface.

63308 1-14-67-1 72.30

sq.mOld work (one or more coats applied @ 0.83 ltr/10 sqm).63309 1-14-67-2 46.60

metrePainting(one or more coats) on rain water,soil, waste and vent pipes and fittings withblack anticorrosive bitumastic paint approved brand and manufacture on old work :100 mm diameter pipes

63310 1-14-68-1 14.00

White washing with lime to give an even shade :1-14-42

sq.mOld work (two or more coats)63311 1-14-42-1 7.50

sq.mOld work (one or more coats)63312 1-14-42-2 4.60

Painting (one or more coats) on rain water, soil, waste and vent pipes and fittingswith synthetic enamel paint of approved brand and manufacture and requiredcolour on old work :

1-14-51

sq.m75 mm diameter pipes63313 1-14-51-1 12.70



cmRe-lettering with black Japan paint of approved brand and manufacture63316 1-14-60 1.10

Specification:



11/06/13 10:54 of 169

Chapter Name Dismantling & Demolishing

Rate In (Rs.)


cu.mDemolishing lime concrete manually/ by mechanical means anddisposal of material within 50 metres lead as per direction of Engineerin charge.

63317 1-15-1 214.10

Demolishing cement concrete manually/ by mechanical means including disposalof material within 50 metres lead as per direction of Engineer in charge.

1-15-2

cu.m1:3:6 or richer mix63318 1-15-2-1 613.90

cu.m1:4:8 or leaner mix63319 1-15-2-2 378.20

cu.mDemolishing R.C.C. work manually/ by mechanical means including stackingof steel bars and disposal of unserviceable material within 50 metres lead as perdirection of Engineer - in- charge.

63320 1-15-3 895.50

cu.mDemolishing R.B. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50 metreslead as per direction of Engineer-in- charge.

63321 1-15-4 799.70

sq.mExtra for cutting reinforcement bars manually / by mechanical means in R.C.C. orR.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B.work) as per direction of Engineer - in -charge.

63322 1-15-5 395.70

kilogramExtra for scrapping, cleaning and straightening reinforcement fromR.C.C. or R.B. work

63323 1-15-6 2.90

Demolishing brick work, manually/ by mechanical means including stacking ofserviceable material and disposal of unserviceable materialwithin 50 metres leadas per direction of Engineer-in-charge.

1-15-7

cu.mIn mud mortar63324 1-15-7-1 177.40

cu.mIn lime mortar with old mughal bricks63325 1-15-7-2 447.40

cu.mIn lime mortar63326 1-15-7-3 214.10

cu.mIn cement mortar63327 1-15-7-4 518.00

Removing mortar from bricks and cleaning bricks including stacking within a leadof 50 m (stacks of cleaned bricks shall be measured)

1-15-8

1000 NosFrom brick work in mud mortar63328 1-15-8-1 1,244.80

1000 NosFrom brick work in lime mortar63329 1-15-8-2 1,502.80

1000 NosFrom brick work in cement mortar63330 1-15-8-3 1,923.30

Demolishing stone rubble masonry manually/by machanical means includingstacking of serviceable material and disposal of unserviceable material within 50metres lead as per directionof Engineer-in-charge

1-15-9





11/06/13 10:54 of 169

Rate In (Rs.)


Dismantling dressed stone work ashlar face stone work, marble work or precastconcrete work manually/by machanical means including stacking of serviceableand disposal of unserviceable material within 50 metres lead as per direction ofEngineer-in-charge

1-15-10



Removing mortar from and cleaning stones and concrete articles (net quantity ofstacks of cleaned material will be measured):

1-15-11



Dismantling doors, windows and clerestory windows (steel or wood) shutterincluding chowkhats, architrave, holdfasts etc. complete and stacking within 50metres lead

1-15-12

eachOf area 3 sq. metres and below63337 1-15-12-1 122.10

eachOf area beyond 3 sq. metres63338 1-15-12-2 206.60

Taking out doors, windows and clerestory window shutters (steel or wood) includingstacking within 50 metres lead

1-15-13

eachOf area 3 sq. metres and below63339 1-15-13-1 46.00

eachOf area beyond 3 sq. metres63340 1-15-13-2 61.60

Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres spanand 5 metres height including stacking the material within 50 metres lead

1-15-14

cu.mOf sectional area 40 square centimetres and above.63341 1-15-14-1 1,513.20

metreOf sectional area below 40 square centimetres.63342 1-15-14-2 6.10

Extra for dismantling trusses, rafters, purlins etc. of wood work for every additionalspan of one metre or part thereof beyond 10 metres

1-15-15

cu.mOf sectional area 40 square centimetres and above.63343 1-15-15-1 198.50


Extra for dismantling trusses, rafters, purlins etc. of wood work for every additionalheight of one metre or part thereof beyond 5 metres

1-15-16

cu.mOf sectional area 40 square centimetres and above.63345 1-15-16-1 275.00


Dismantling steel work in single sections including dismembering and stackingwithin 50 metres lead in

1-15-17

kilogramR.S. Joists63347 1-15-17-1 1.10

kilogramChannels, angles, tees and flats63348 1-15-17-2 0.70



11/06/13 10:54 of 169

Rate In (Rs.)


kilogramDismantling steel work in built up sections in angles, tees, flats andchannels including all gusset plates, bolts, nuts, cutting rivets, weldingetc. including dismembering and stacking within 50metres lead.

63349 1-15-18 1.60

kilogramDismantling steel work manually/ by mechanical means in built upsections without dismembering and stacking within 50 metres lead asper direction of Engineer-in-charge.

63350 1-15-19 1.00

kilogramExtra for dismantling trusses, rafters, purlins etc. of steel work for every additionalspan of one metre or part thereof beyond 10 metres

63351 1-15-20 0.20

kilogramExtra for dismantling trusses, rafters, purlins etc. of steel work for every additionalheight of one metre or part thereof beyond 5 metres.

63352 1-15-21 0.20

kilogramExtra for marking of structural steel work required to be re-erected.63353 1-15-22 1.60

Dismantling tile work in floors and roofs laid in cement mortar including stackingmaterial within 50 metre lead.

1-15-23

sq.mFor thickness of tiles 10 mm to 25 mm63354 1-15-23-1 29.10

sq.mFor thickness of tiles above 25 mm and upto 40 mm63355 1-15-23-2 40.00

cu.mDemolishing dry brick pitching in floors, drains etc. including stackingserviceable material and disposal of unserviceable material within 50metres lead :

63356 1-15-24 332.40

sq.mDismantling stone slab flooring laid in cement mortar including stackingof serviceable material and disposal of unserviceable material within 50metres lead.

63357 1-15-25 67.50

sq.mDemolishing brick tile covering in terracing including stacking ofserviceable material and disposal of unserviceable material within 50metres lead.

63358 1-15-26 37.00

cu.mDemolishing mud phaska in terracing and disposal of material within 50metres lead.

63359 1-15-27 229.90

Dismantling roofing including ridges, hips valleys and gutters etc., and stackingthe material within 50 metres lead of

1-15-28

sq.mG.S. Sheet63360 1-15-28-1 51.50

sq.mAsbestos sheet63361 1-15-28-2 23.70

cu.mDismantling stone slab roofing over wooden karries or R.C.C. battens(dismantling karries and battens to be paid for separately) including stackingof serviceable material and disposal of unserviceable material within 50 metreslead.

63362 1-15-29 674.50

sq.mDismantling jack arch roofing and floors including stacking ofserviceable material and disposal of unserviceable material within 50metres lead.

63363 1-15-30 64.30

sq.mDismantling tiled roofing with battens boarding etc. complete includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead.

63364 1-15-31 53.30



11/06/13 10:54 of 169

Rate In (Rs.)


stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead.

sq.mDemolishing thatch roofing including mats, bamboo, jaffari etc.complete including stacking of serviceable material and disposal ofunserviceable material within 50 metres lead.

63365 1-15-32 14.80

metreDismantling wooden ballies in posts and struts including stacking within50 metres lead.

63366 1-15-33 5.30

Dismantling and stacking within 50 metres lead, fencing posts or struts includingall earth work and dismantling of concrete etc. in base of

1-15-34

eachT' or 'L' iron or pipe63367 1-15-34-1 71.80

eachR.C.C.63368 1-15-34-2 83.30

eachCutting ballies or wooden posts of fencing at the point of projectionabove the concrete or ground and stacking the same within 50 metreslead.

63369 1-15-35 7.20

kilogramDismantling barbed wire or flexible wire rope in fencing includingmaking rolls and stacking within 50 metres lead.

63370 1-15-36 9.30

sq.mDismantling wooden trellis work excluding frames but including stackingthe serviceable material within 50 metres lead.

63371 1-15-37 18.40

sq.mDismantling expanded metal or I.R.C. fabrics with necessary battensand beading including stacking the serviceable material within 50metres lead.

63372 1-15-38 21.30

Dismantling wooden boardings in lining of walls and partitions, excludingsupporting members but includmg stacking within 50 metres lead

1-15-39

sq.mUp to 10 mm thick63373 1-15-39-1 18.70

sq.mThickness above 10 mm up to 25 mm63374 1-15-39-2 23.90


Dismantling precast conerete or stone slab in walls, partition walls etc, includingstacking within 50 metres lead.

1-15-40

sq.mThickness up to 40 mm63376 1-15-40-1 77.50


sq.mDismantling cement asbestos or other hard board ceiling or partitionwalls including stacking of serviceable materials and disposal ofunserviceable materials within 50 metres lead.

63378 1-15-41 18.40

Dismantling C.I. or asbestos rain water pipe with fittings and clamps includingstacking the material within 50 metres lead

1-15-42

metre75 to 80 mm dia pipe.63379 1-15-42-1 19.00

metre100 mm dia pipe63380 1-15-42-2 19.10



11/06/13 10:54 of 169

Rate In (Rs.)


metre150 mm dia pipe63381 1-15-42-3 20.30

Dismantling manually / by mechanical means including stacking of serviceablematerial and disposal of unserviceable material within 50metres lead as per directionof Engineer-in-charge

1-15-43

sq.mWater bound macadam road63382 1-15-43-1 56.80

sq.mbituminous road63383 1-15-43-2 110.00

Dismantling G.I. pipes (external work) including excavation and refilling trenchesafter taking out the pipes manually / by machanical means including stacking ofpipes within 50 metres lead as per direction of Engineer-in-charge

1-15-44

metre15 mm to 40 mm nominal bore63384 1-15-44-1 40.80

metreAbove 40 mm nominal bore63385 1-15-44-2 47.00

Dismantling C.I. pipes including excavation and refilling trenches after taking outthe pipes manually / by machanical means, breaking lead caulked joints, melting oflead and making into blocks including stacking of pipes, lead at site within 50 metrelead as per direction of Engineer-in-charge

1-15-45

metreUp to 150 mm diameter63386 1-15-45-1 106.30

metreAbove 150 mm dia up to 300 mm dia.63387 1-15-45-2 141.50

metreAbove 300 mm diameter63388 1-15-45-3 190.40

Dismantling steel cylinder R.C. pipes including excavation and refilling trenchesafter taking out the pipes manually/ by machanical maeans breaking lead caulkedjoints, melting of lead and making into blocks including stacking of pipes, lead atsite within 50 metres lead as per direction of Engineer-in-charge

1-15-46



Dismantling asbestos cement pressure pipes including excavation and refillingtrenches after taking out the pipes manually / by mechanical means and stackingpipes within 50 metres lead as per direction of Engineer-in-charge

1-15-47



eachTaking out C.I. cover with frame from R.C.C. top slab of manholes ofvarious sizes including demolishing of R.C.C. work manually/ bymechanical means and stacking of useful materials near the site anddisposal of unserviceable materials into municipal dumps within 50metres lead as per direction of Engineer-in-charge.

63393 1-15-48 182.40

eachTaking out C.I. cover with frame from R.C.C. top slab of inspectionchambers of various sizes including demolishing of R.C.C. workmanually/ by mechanical means and stacking of useful materials nearthe site and disposal of unserviceable materials into municipal dumpswithin 50 metres lead as per direction of Engineer-in-charge.

63394 1-15-49 107.40



11/06/13 10:54 of 169

Rate In (Rs.)


within 50 metres lead as per direction of Engineer-in-charge.

eachDismantling of R.C.C. spun vent shaft including excavating the cementconcrete pit completely, taking out the shaft, refilling the excavated gap,stacking the useful materials near the site and disposal ofunserviceable materials within 50 metres lead.

63395 1-15-50 1,278.30

eachDismantling of road gully chamber of various sizes including C.I. gratingwith frame including stacking of useful materials near the site anddisposal of unserviceable materials into municipal dumps within 50 metres leadincluding refilling the excavated gap.

63396 1-15-51 247.70

eachDismantling of flushing cistern of any size including stacking of usefulmaterials near the site and disposal of unserviceable materials within50 metres lead.

63397 1-15-52 282.90

Dismantling of C.I. sluice valve including stacking of useful materials within a leadof 50 metres

1-15-53

eachUp to 150 mm diameter63398 1-15-53-1 84.20

eachAbove 150 mm diameter63399 1-15-53-2 343.80

eachDismantling of spindle fire hydrant including stacking of useful materialswithin 50 metres lead.

63400 1-15-54 206.20

Dismantling of cement concrete platform along with curtain walls and base concreteetc. including stacking of useful materials near the site and disposal of unserviceablematerials within 50 metres lead

1-15-55

each120 x 120 cm (outside to outside)63401 1-15-55-1 277.70



sq.mDismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead.

63404 1-15-56 13.60

sq.mDismantling aluminium/ Gypsum partitions, doors, windows, fixedglazing and false ceiling including disposal of unserviceable surplusmaterial and stacking of serviceable material with in 50 meters lead asdirected by Engineer-in-charge.

63405 1-15-57 18.50

cu.mDemolishing C.C. /R.C.C. work by mechanical means and stockpilingat designated locations and disposal of dismantled materials up to alead of 1000m, stacking serviceable and unserviceable materialseparately including cutting reinforcement bars.

63406 1-15-58 2,799.10

cu.mDismantling of flexible pavement (bituminous courses) by mechanicalmeans and disposal of dismantled material up to a lead of 1000 metres,as per direction of Engineer-in-charge.

63407 1-15-59 291.50

Specification:



11/06/13 10:54 of 169

Chapter Name Road Work

Rate In (Rs.)


sq.mPreparation and consolidation of sub grade with power road roller of 8 to12 tonne capacity after excavating earth to an average of 22.5 cm. depth,dressing to camber and consolidating with road roller including makinggood the undulations etc. and re-rolling the sub grade and disposal ofsurplus earth lead upto 50 metres.

63408 1-16-1 55.50

cu.mExtra for compaction of earth work in embankment under optimummoisture conditions to give at least 95% of the maximum dry density(proctor density).

63409 1-16-2 10.30

Supplying and stacking at site.1-16-3

cu.m90 mm to 45 mm size stone aggregate.63410 1-16-3-1 930.90

cu.m63 mm to 45 mm size stone aggregate.63411 1-16-3-2 1,152.00

cu.m53 mm to 22.4 mm size stone aggregate.63412 1-16-3-3 1,071.60

cu.mOver burnt (Jhama) brick aggregate 120 mm to 40 mm63413 1-16-3-4 2,358.80

cu.mOver burnt (Jhama) brick aggregate 90 mm to 45 mm.63414 1-16-3-5 2,358.80

cu.mStone screening 13.2 mm nominal size (Type A).63415 1-16-3-6 2,742.00

cu.mStone screening 11.2 mm nominal size (Type B).63416 1-16-3-7 2,786.00

cu.mRed bajri63417 1-16-3-8 892.10

cu.mGood earth.63418 1-16-3-9 137.10

cu.m10 Moorum.63419 1-16-3-10 624.10

cu.mLaying spreading and compacting stone aggregate of specified sizes toWBM specifications including spreading in uniform thickness, handpicking , rolling with 3 wheeled road / vibratory roller 8-10 tonne in stagesto proper grade and camber, applying and brooming requisite type ofscreening / binding material to fill up interstices of coarse aggregatewatering and compacting to the required density .

63420 1-16-4 275.30

Laying water bound macadam sub-base withbrick aggregate and blindingmaterial, earth etc. including screening, sorting and spreading to template andconsolidation with light power road-roller etc. complete. (payment for brickaggregate and moorum etc. to be made separately)

1-16-5

cu.mOver burnt (Jhama) brick aggregate 120 mm to 40 mm.63421 1-16-5-1 220.10

cu.mOver burnt (Jhama) brick aggregate 90 mm to 45 mm.63422 1-16-5-2 220.10

Supplying, stacking and Spreading 6 mm thick red bajri, watering and rollingcompleteincluding preparation of the surface and rolling.

1-16-6

sq.mWith road roller/ hand roller.63423 1-16-6-1 3.90



11/06/13 10:54 of 169

Rate In (Rs.)


Brick edging in full brick width and half brick depth including excavation, refillingand disposal of surplus earth lead upto 50 metres.

1-16-7

metreWith F.P.S. bricks of class designation 7563424 1-16-7-1 201.70

Brick edging laid lengthwise with half brick depthincluding excavation, refillingand disposal of surplus earth lead upto50 metres

1-16-8

metreWith F.P.S. bricks of class designation 7563425 1-16-8-1 59.40

sq.mScarifying metalled (water-bound) road surface including disposal ofrubbish lead upto 50m and consolidation of the aggregate received fromscarifying with power road roller of 8 to 10tonne capacity.

63426 1-16-9 9.00

sq.mMaking bajri path including preparation of subgrade, supplying and layingbrick aggregate of 50mm nominal size 7.5 cm deep with blinding materialconsisting of 12 mm moorum and 12 mm red bajri consolidated with roadroller.

63427 1-16-10 228.80

sq.mDry stone pitching 22.5 cm thick including supply of stones and preparingsurface complete.

63428 1-16-11 389.10

Dry brick pitching half brick thick in drains including supply of bricks and preparingthe surface complete

1-16-12

sq.mDry brick pitching half brick thick in drains including supply of bricks and

preparing the surface complete : With F.P.S. bricks of class designation 75

63429 1-16-12-1 757.10

Cutting road and making good the same including supply of extra quantities ofmaterials i.e. aggregate, moorum screening, red bajri and labour required.

1-16-13

cu.mbituminous portion63430 1-16-13-1 1,430.90

cu.mWater bound macadam.63431 1-16-13-2 907.30

sq.mCutting bajri paths and making good the same including supply of extraquantities of brick aggregate, moorum and red bajri required.

63432 1-16-14 116.60

Supplying at site1-16-15

cu.mR.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mmbar nibs wherever required as per direction of Engineer-in-charge includingfixing (cost of earth works in excavation, concrete works in foundation to bepaid separately).

63433 1-16-15-1 18,591.10

kilogramWelded steel wire fabric of required width rectangularmesh painted with two or more coats of enamel paint ofapproved shade over a coat of primer (Painting to be paidfor separately).

63434 1-16-15-2 59.80

eachSupplying and fixing turn buckles and straining bolts for barbed wirefencing.

63435 1-16-16 143.40



11/06/13 10:54 of 169

Rate In (Rs.)


metreFencing with R.C.C. post placed at required distance, embedded incement concrete blocks, every 15th post, last but one end post andcorner post shall be strutted on both sides and end post one side only,provided with horizontal lines and two diagonals of barbed wire 9.38 kgper 100 metres (min) between the two posts fitted and fixed with G.I. stapleson wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixedwhile casting the post (cost of R.C.C. posts, struts, earth work andconcrete to be paid for separately) :- Payment to be made per metre costof total length of barbed wire used. With G.I. barbed wire

63436 1-16-17 11.30

metreFencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post andcorner post shall be strutted on both sides and end post on one side onlyand provided with horizontal lines and two diagonals interwoven withhorizontal wires, of barbed wire 9.38 kg per 100 m (minimum) betweenthe two posts fitted and fixed with G.I. staples, turn buckles etc. complete.(Cost of posts, struts, earth work and concrete work to be paid forseparately) :- Payment to be made per metre cost of total length ofbarbed wire used.With G.I. barbed wire

63437 1-16-18 15.50

kilogramSupplying at site Angle iron post & strut of required size including bottomto be split and bent at right angle in opposite direction for 10 cm lengthand drilling holes upto 10 mm dia. etc. complete.

63438 1-16-19 69.70

sq.mWelded steel wire fabric fencing with posts of specified material and ofstandard design placed and embedded in cement concrete blocks45x45x60cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stoneaggregate 40mm nominal size) every 15th post, last but one end postand corner post shall be strutted on both sides and end post on one sideonly and struts embedded in cement concrete blocks 70x45x50cm of thesame mix, provided with welded steel wire fabric fixed between the postsfitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibswith G.I. binding wire (cost of posts, welded steel wire fabric, painting,earth work in excavation and concrete to be paid for separately) :

63439 1-16-20 20.70

cmEngraving letters in hard stone63440 1-16-21 4.30

eachProviding and fixing 15x15x90cm boundary stone of hard stone with top30 cm chisel dressed on all four sides and on top (cost of excavation,refilling and concrete etc. to be paid for separately).

63441 1-16-22 110.20

eachProviding and fixing 15cm dia at top 20cm at bottom and 90cm highprecast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20mm nominal size) boundary stone as perstandard design including finishing smooth with cement mortar 1:3 (1cement : 3 fine sand) (cost of excavation, refilling and concreting to bepaid for separately).

63442 1-16-23 481.00

Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement: 1.5coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as perstandard design including finishing smooth in 1:3 cement mortar (1 cement:3 finesand) but excluding the cost of earth work, concrete in foundation, painting andlettering etc. which shall be paid for separately.

1-16-24



11/06/13 10:54 of 169

Rate In (Rs.)


standard design including finishing smooth in 1:3 cement mortar (1 cement:3 finesand) but excluding the cost of earth work, concrete in foundation, painting andlettering etc. which shall be paid for separately.

each35x111x25 cm size.63443 1-16-24-1 1,891.20

each50x152.5x25 cm size.63444 1-16-24-2 2,973.80

each35x93.5x18 cm size.63445 1-16-24-3 1,269.20

sq.mSurface dressing on new surface with paving bitumen of grade A-90/S-90of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum ofstone chippings 13.2 mm nominal size per 100 sqm of road surfaceincluding consolidation with road roller of 6 to 8 tonne capacity etc.complete:

63446 1-16-25 193.30

sq.mSurface dressing on new surface in two coats with bitumen of grade A-90/S-90 of approved quality using 1.8kg.of bitumen per sqm with 1.5cumof stone chippings 13.2mm nominal size per 100 sqm of road surface forfirst coat and 1.1kg. of bitumen per sqm. with 1.00 cu. metre of stonechippings 11.2mm nominal size per 100 sqm. of road surface for secondcoat including consolidation of each coat separately with road roller of 6to 8 tonne capacity etc. complete.

63447 1-16-26 264.70

sq.mSurface dressing on old surface with hot bitumen of grade A-90/ S-90 ofapproved quality using 1.95 kg of bitumen per sqm. with 1.50 cum ofstone chippings 11.2 mm nominal size per 100 sqm of road surfaceincluding consolidation with road roller of 6 to 8 tonne capacity, etc.complete.

63448 1-16-27 151.50

sq.mSurface dressing one coat on new surface with bitumen of specifiedgrade at a rate of 1.95 kg/sqm. of surface area with 1.5 cum. of stonechippings 13.2 mm nominal size per 100 sqm. of road surface includingconsolidation with road roller of 6 to 8 tonne capacity , etc. complete : Using bitumen emulsion (minimum 50% bitumen content -RS grade conforming to IS : 8887).

63449 1-16-28 149.50

Surface dressing one coat on old surface with bitumen of specified grade at therate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mmnominal size per 100 sqm. of road surface including consolidation with roadroller of 6 to 8 tonne capacity etc. complete :

1-16-29

sq.mUsing bitumen emulsion (minimum 50% bitumen content - RS grade conforming toIS : 8887).

63450 1-16-29-1 97.40

Providing and applying tack coat using hot straight run bitumen of grade 80/ 100including heating the bitumen, spraying the bitumen with mechanically operatedspray unit fitted on bitumen boiler, cleaning and preparing the existing roadsurface as per specifications

1-16-30

sq.mOn W.B.M. @ 0.75 Kg / sqm.63451 1-16-30-1 38.40

sq.mOn bituminous surface @ 0.50 Kg/sqm.63452 1-16-30-2 27.60



11/06/13 10:54 of 169

Rate In (Rs.)


Providing and applying tack coat using bitumen emulsion (Rapid Setting)complying with IS 8887-1995, spraying the bitumen emulsion with mechanicallyoperated spray unit, cleaning and preparing the existing road surface as perspecifications

1-16-31

sq.mOn W.B.M @ 0.4kg/sqm.63453 1-16-31-1 17.60

sq.mOn bituminous surface @ 0,25kg/sqm63454 1-16-31-2 12.90

2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of13.2 mm size and 11.2 mm size respectively per 100 sqm. and 52 kg. and 56 kg. ofhot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectivelyincluding a tack coat with hot straight run bitumen including consolidation withroad roller of 6 to 9 tonne capacity etc. complete: (tack coat to be paid forseparately).

1-16-32

sq.mWith paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70grams per kg of asphalt

63455 1-16-32-1 163.50

sq.mWith paving Asphalt 60/70 with no solvent63456 1-16-32-2 207.30

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-199963457 1-16-32-3 163.60

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippingsof 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. ofhot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectivelyincluding a tack coat with hot straight run bitumen including consolidation withroad roller of 6 to 9 tonne capacity etc. complete, (tack coat to be paid forseparately):

1-16-33

sq.mWith paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70grams per kg of asphalt.

63458 1-16-33-1 0.00

sq.m2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm nominalsize per 100 sqm and bitumen emulsion (medium setting min. 65% bitumencontent) complying with IS : 8887-1995 using 96kg per cum of chipping includingconsolidation with road roller of 6 to 9 tonne capacity etc. complete.

63459 1-16-34 103.90

sq.m2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominalsize per 100 sqm and bitumen emulsion (medium setting min. 65% bitumencontents) complying with IS : 8887-1995 using 96 kg per cum of chippings ofroad surface including consolidation with road roller etc complete

63460 1-16-35 204.00

Providing and laying bitumen mastic wearing course (as per specifications) withindustrial bitumen of grade 85/25 conforming to IS : 702 prepared by using masticcooker and laid to required level and slope including providing antiskid surfacewith bitumen precoated fine grained hard stone chipping of approved size at therate of 0.005 cum per 10 sqm and at approximate spacing of 10cm centre to centre inboth directions, pressed into surface protruding 1mm to 4mm over mastic surface,including cleaning the surface, removal of debris etc. all complete. (Consideringbitumen using 10.2% as per MORTH specification.)

1-16-37

sq.m25mm thick.63461 1-16-37-1 143.90



11/06/13 10:54 of 169

Rate In (Rs.)


sq.m40 mm thick63462 1-16-37-2 143.90

2.5 cm thick bitumastic sheet with hot bitumen of approved quality using stonechippings (60% 12.5 mm nominal size and 40% 10 mm nominal size) @ 1.65 cumper 100 sqm and coarse sand at 1.65 cum per 100 sqm of road surface and withbitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum, of sand over a tackcoat with hot straight run bitumen including consolidation with road roller of 8 to 10tonne etc. complete, (tack coat to be paid separately):

1-16-38


63463 1-16-38-1 439.90

sq.mWith paving Asphalt 60/70.63464 1-16-38-2 23.50

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999.63465 1-16-38-3 0.00

4 cm thick bitumastic sheet with hot bitumen of approved quality using stonechippings (60% 12.5mm nominal size and 40% 10mm nominal size) @ 2.60cum per100 sqm and coarse sand at 2.60cum per 100 sqm of road surface and with bitumen@ 56 kg/cum, of stone chippings and at 128 kg/cum of sand over a tack coat withhotstraight run bitumen including consolidation with road roller of 8 to 10 tonne etc.complete, (tack coat to be paid separately):

1-16-39


63466 1-16-39-1 0.00

sq.mWith paving asphalt 60/70 with no solvent63467 1-16-39-2 0.00

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999.63468 1-16-39-3 0.00

sq.mProviding and laying seal coat of premixed fine aggregate ( passing 2.36 mm andretained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade80 /100bitumen per cum of fine aggregate and 0.60cum of fine aggregate per 100 sqm ofroad surface including rolling and finishing withroad roller all complete.

63469 1-16-40 37.30

sq.mProviding and laying seal coat over prepared surface of road with bitumen heatedin bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade80/100 and blinding surface with 0.90cum of stone aggregate of 6.7 mm size(Passing11.2mm sieve and retained on 2.36mm sieve) per 100 sqm of road surface includingrolling and finishing with power road roller all complete.

63470 1-16-41 4,272.80

cu.mCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mmnominal size) in pavements, laid to required slope and camber in panels as requiredincluding consolidation finishing and tamping complete.

63471 1-16-42 5,824.60

cu.mProviding and laying design mix cement concrete in roads, taxi tracks and runwayshaving a minimum works test beam flexural strength of 30 kg. per cm2 at 28 daysusingnot less than 340 Kg. of cement per cum of finished concrete, coarse sand andgradedstone aggregate of 40mm nominal size in appropriate proportions as per specifieddesigncriteria approved by Engineer-in-charge,mechanically. vibrated using needle andsurfacevibrators including steel form work with sturdy M- S. channel sections includingcuringand providing and filling construction joints and dummy joints with approved jointfilterPrimer or equivalent including rounding of the edges and filling the grooves10x25mmdeep at top for construction joints and 10mmx50mm deep at top for dummy jointswithjoint sealing compound (conforming to grade B of IS : 1834) including makingnecessaryarrangements for expansion joints etc. all complete.

63472 1-16-43 5,892.20



11/06/13 10:54 of 169

Rate In (Rs.)


designcriteria approved by Engineer-in-charge,mechanically. vibrated using needle andsurfacevibrators including steel form work with sturdy M- S. channel sections includingcuringand providing and filling construction joints and dummy joints with approved jointfilterPrimer or equivalent including rounding of the edges and filling the grooves10x25mmdeep at top for construction joints and 10mmx50mm deep at top for dummy jointswithjoint sealing compound (conforming to grade B of IS : 1834) including makingnecessaryarrangements for expansion joints etc. all complete.

litreExtra for providing and mixing hardening campound of approved quality as permanufacturer’s specification in cement concrete.

63473 1-16-44 0.00

sq.mProviding and fixing in position premoulded joint filler in expansion joints.63474 1-16-45 454.50

Providing and laying in position bitumen hot sealing compound for expansionjoints etc.

1-16-46

cu.mUsing grade ‘A’ sealing compound.63475 1-16-46-1 17,000.70

Painting runway/taxi track/apron marking with adequate no. of coat to give uniformfinish with road marking paint of superior make as approved by theEngineer-incharge including cleaning the surface of all dirt, scales, oil, grease andother foreign material etc and lining out complete.

1-16-47

sq.mNew work (Two or more coats)63476 1-16-47-1 80.90

sq.mOld work (One or more coats)63477 1-16-47-2 50.40

Painting road surface marking with adequate no. of coats to give uniform finishwith ready mixed road marking paint conforming to IS : 164, on bituminous surfacein white/yellow shade including cleaning the surface of all dirt, scales, oil, greaseand foreign material etc. complete.

1-16-48

sq.mNew work (Two or more coats).63478 1-16-48-1 94.00

sq.mOld work (One or more coats)63479 1-16-48-2 60.90

Nos.Making bell mouth opening/ entrance of size 100x50x50cm for drainage pipe underfootpath including providing cement concrete 1:3:6 (1 cement: 3 coarse sand : 6graded stone aggregate 20mm nominal size) for shape of bell mouth includingplastering providing and fixing precast R.C.C./ S.F.R.C. slab including plasteringwith cement mortar 1:3 (1 cement: 3 fine sand) of 6 mm thickness on exposedsurface of the slab & bell mouth including centring, shuttering & neat cementpunning inside the bell mouth etc. all complete.

63480 1-16-49 1,958.60

Nos.Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shallbe moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene)or ABS having electronically welded micro- prismatic lens with abrasion resistantcoating as approved by Engineer in charge. The glow stud shall support a load of13635 kg tested in accordance with ASTM D4280. The slope of retro- reflectivesurface shall be 35 +/-5 degrees to base .The reflective panels on both sides with atleast 12 cm of reflective area up each side. The luminance intensity should be asper the specification and shall be tested as described in ASTM I: 809 asrecommended in BS : 873 part 4 : 1973. The studs shall be fixed to the Road surfaceusing the adhesive conforming to IS, as per procedure recommended by themanufacturer complete and as per direction of Engineer-in-charge.

63481 1-16-50 552.90



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Rate In (Rs.)


coating as approved by Engineer in charge. The glow stud shall support a load of13635 kg tested in accordance with ASTM D4280. The slope of retro- reflectivesurface shall be 35 +/-5 degrees to base .The reflective panels on both sides with atleast 12 cm of reflective area up each side. The luminance intensity should be asper the specification and shall be tested as described in ASTM I: 809 asrecommended in BS : 873 part 4 : 1973. The studs shall be fixed to the Road surfaceusing the adhesive conforming to IS, as per procedure recommended by themanufacturer complete and as per direction of Engineer-in-charge.

Preparation of sub-base road pavement with commercial dry lime (slaked), fly ashstabilised soil with a mix of 3% lime, 12% fly ash and 85% local suitable soil byweight, so as to achieve minimum field C.B.R. of 20 including mixing, rolling withroad roller curing etc. all complete.

1-16-51

cu.mMinimum thickness 15 cm.63482 1-16-51-1 625.90

cu.mProviding and fixing precast lime fly ash concrete blocks 1:2:3:6 (1 lime : 2 fly ash :3 coapSe sand : 6 graded stone aggregate 20 mm nominal size) including finishingwith 10mm thick cement mortar 1:3 (1 cement: 3 coarse sand) in foot pathsincludingpreparation of sub grade with a hand rammer, laying 10 mm thick leveling course offine sand (jamuna sand) and filling the joints with fine sand.

63483 1-16-52 0.00

metreProviding and fixing concertina coil fencing with required dia 600 mm upto 3mheight of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart andwith 9 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontalincluding necessary bolts or G.I. barbed wire tied to angle iron all complete as perdirection of Engineer-in-charge with reinforced barbed tape (R.B.T.) / Spring core(2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm. with tape (0.52 mmthick) of Supreme make or equivalent and weight 43.478gm/ metre (cost of M.S.angle, C.C. blocks shall be paid separately)

63484 1-16-53 290.10

Providing and laying Dense Bituminous macadam on prepared surface withspecified graded crushed stone aggregate for profile corrective base/ bindingcourse including loading of aggregate with FE loader and hot mixing of stoneaggregate, filler and bitumen in hot mix plant, transporting the mixed material bytippers to paver and laying the mixed material with paver finisher fitted withelectronic sensing device to the required level and grade and rolling by road roller asper MORTH specifications, to achieve the desired density, but excluding the cost ofprimer / tack coat.

1-16-54

cu.m50/75mm average compacted thickness with bitumen of 60/70 grade @ 5%(percentage by weight of total mix) and lime filler @ 2% (percentage by weight ofAggregate).

63485 1-16-54-1 3,424.90

Providing and laying Bituminous Macadam on prepared surface with specifiedgraded crushed stone aggregate for profile corrective base/ binder course includingloading of aggregate with F.E. loader , hot mixing of stone aggregates and bitumenin hot mix plant, transporting the mixed material by tippers to paver and laying themixed material with paver finisher fitted with electronic sensing device to therequired level and grade and rolling with road rollers, as per MORTH specificationto achieve the desired density and compaction but excluding the cost of primer/ tackcoat.

1-16-55



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Rate In (Rs.)


coat.

cu.m50mm / 75mm average compacted thickness with bitumen of 60/70 grade @ 3.5%(Percentage by weight of total mix)

63486 1-16-55-1 2,968.40

Providing and laying Dense Bituminous concrete on prepared surface withspecified graded stone aggregate for wearing course including loading of aggregatewith F.E. loader , and hot mixing of bitumen with filler and stone aggregate in hotmix plant , transporting the mixed material by tippers to paver and laying the mixedmaterial with mechanical paver finisher fitted with electronic sensing device to therequired level and grade and rolling with road rollers, as per MORTH specification,to achieve the desired density and compaction but excluding cost of primer/ tackcoat.

1-16-56

cu.m40 mm/50mm compacted thickness with bitumen of grade 60/ 70 @ 5.5% and lime@3% (percentage by weight of total mix).

63487 1-16-56-1 3,033.80

Providing and laying Dense Bituminous Concrete on prepared surface withspecified graded stone aggregate for wearing course including loading ofaggregate with F.E. loader, and hot mixing of bitumen with filler and stoneaggregate in hot mix plant, transporting the mixed material by tippers to paver andlaying the mixed material with mechanical paver finisher fitted with electronicsensing device to the required level and grade and rolling with road rollers, as perMORTH specifications, to achieve the desired density and compaction butexcluding cost of primer/ tack coat.

1-16-57

cu.m40 mm/50mm compacted thickness with bitumen of grade CRMB - 60 @ 5.5% andlime @3% (percentage by weight of total mix).

63488 1-16-57-1 3,033.80

Providing and laying Dense Bituminous Concrete on prepared surface withspecified graded stone aggregate for wearing course including loading ofaggregate with F.E. loader, and hot mixing of bitumen with filler and stoneaggregate in hot mix plant, transporting the mixed material by tippers to paver andlaying the mixed material with mechanical paver finisher fitted with electronicsensing device to the required level and grade “and rolling with road rollers, as perMORTH specifications, to achieve the desired density and compaction butexcluding cost of primer/ tack coat.

1-16-58

cu.m40 mm/50mm compacted thickness with bitumen of grade PMB - 40 @ 5.5% andlime @3% (percentage by weight of total mix).

63489 1-16-58-1 3,033.80

Manufacturing supplying and fixing retro reflective sign boards made up of 2mmthick aluminium sheet, face to be fully covered with high intensity encapsulated typeheat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01in blue and silver white or other colour combination including subject matter,message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted onsubstrate by an adhesive backing which shall be activated by applying heat andpressure conforming to class -2 of ASTM-D-4956-01 and fixing the same withsuitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S.angle iron of size 25x25x3 mm alongwith theft resistant measures, mounted andfixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up ofM.S.Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm atthe bottom end and including making holes in pipes, angles flats, providing & fixingM.S. message plate of required size steel work to be painted with two or more coatsof synthetic enamel paint of required shade and of approved brand & manufactureover priming coat of zinc chromate yellow primer (vertical MS-Tee support to bepainted in black and white colours). Backside of aluminium sheet to be painted withtwo or more coats of epoxy paint over and including appropriate priming coatincluding all leads and lifts etc. complete as per drawing . specification and directionof Engineer-in-charge.

1-16-59



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Rate In (Rs.)


Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm atthe bottom end and including making holes in pipes, angles flats, providing & fixingM.S. message plate of required size steel work to be painted with two or more coatsof synthetic enamel paint of required shade and of approved brand & manufactureover priming coat of zinc chromate yellow primer (vertical MS-Tee support to bepainted in black and white colours). Backside of aluminium sheet to be painted withtwo or more coats of epoxy paint over and including appropriate priming coatincluding all leads and lifts etc. complete as per drawing . specification and directionof Engineer-in-charge.

Nos.Mandatory/ Regulatory sign boards of 900mm diametre withpart as length of3750mm.

63490 1-16-59-1 22,512.80

Nos.Cautionary /warning sign boards of equilateral triangular shape having each side of900mm with support length of 3650mm.

63491 1-16-59-2 22,512.80

Manufacturing supplying and fixing retro reflective overhead signage boards madeup of 2mm thick aluminium sheet face to be fully covered with high intensity andencapsulated lens type heat activated retro reflective sheeting conforming to type -III of ASTM-D-4956-01 as approved by Engineer-in-charge letters, borders etc. asper IRC : 67-2001 in silver white with blue colour back ground and with highintensity grade, pasted on substrate by pressure sensitive adhesive backing whichshall be activated by applying pressure conforming to class II of ASTM-D-4956-01and fixing the same to the plate of structural frame work by means of suitable sizedaluminiumalloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery aswell as in two vertical rows alongwith theft resistant measures including the cost ofpainting with two’or more coats of epoxy paint in grey colour on the back side ofaluminium sheet including appropriate priming coat. The rate includes the cost ofrounding off the corners, lowering down the structural frame work from the gantry,fixing and erecting the same in position all complete as per drawings, specificationand direction of the engineer-in-charge. (Structural frame work including M.S. plateto be provided separately. Rectangular area of the sheet only shall be measured forpayment).

1-16-60

sq.mOverhead informatory road signage.63492 1-16-60-1 6,253.60

sq.mProviding Retro-reflective regulatory sign board of size 900mm dia meter made outof 2mm thick aluminium sheet, face to be fully covered with high intensityencapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge.Letter , symbols, borders etc. will be as per IRC - 67 with required colour scheme onthe boards and with the high intensity grade A. The aluminium sheet to be rivetedto M.S. frame of angle iron of stze 40x40x4mm The boards will be fixed to 1 No.50x50mm square post made of M.S. angle 50x50x4m, 4m long welded to the framewith adequate anti-theft arrangement .Sheet work to be painted with two or morecoats of synthetic enamel paint over an under coat (primer) and back side ofaluminium sheet to be painted with two or more coats of epoxy paint includingappropriate priming coat complete in all respects as per direction ofEngineer-incharge.

63493 1-16-61 9,422.70

sq.mProviding and applying 2.5mm thick road marking strips (retro-reflective) ofspecifiedshade/ colour using hot thermoplastic material by fully/ semi automaticthermoplasticpaint applicator machine fitted with profile shoe, glass beads dispenser, propanetank heater and profile shoe heater, driven by experienced operator on road surfaceincluding cost of material, labour ,T&P, cleaning the road surface of all dirt, seals,oil, grease and foreign material etc. complete as per direction of Engineer-in-chargeand accordance with applicable specifications.

63494 1-16-62 590.40



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Rate In (Rs.)


specifiedshade/ colour using hot thermoplastic material by fully/ semi automaticthermoplasticpaint applicator machine fitted with profile shoe, glass beads dispenser, propanetank heater and profile shoe heater, driven by experienced operator on road surfaceincluding cost of material, labour ,T&P, cleaning the road surface of all dirt, seals,oil, grease and foreign material etc. complete as per direction of Engineer-in-chargeand accordance with applicable specifications.

sq.mProviding and laying and making kerb channel 30cm wide and 50mm thick ofcementconcrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominalsize) over 75mm bed of dry brick ballast 40 mm nominal size well rammed andconsolidated and grouted with fine sand including finishing the top smooth etc.complete and as per direction of Engineer-in-charge.

63495 1-16-63 503.10

sq.mProviding and laying 75mm thick compacted bed of dry brick aggregate of 40mmthick nominal size including spreading, well ramming, consolidating and groutingwith jamuna sand including finishing smooth etc. complete as per direction ofEngineer-in-charge.

63496 1-16-64 273.50

Nos.Providing and fixing post delineators (made of ABS body fitted with 2 nose 100mmdia ) reflective and reflectors are mounted on MS pipe of 65mm dia dully powdercoated anti-rust steel to be installed as per direction of Engineer-in-charge.

63497 1-16-65 877.10

Excavating holes upto 0.10 cum including getting out the excavated soil, thenreturning the soil as deported in layers not exceeding 20cm in depth includingconsolidating and deposited layer by ramming watering etc. Disposing of surplusexcavated soil as directed with in a lead of 50m and lift upto 1.5 m.

1-16-66

eachAll kind of soil.63498 1-16-66-1 21.40

sq.mProviding and fixing at or near ground level factory made RCC pavement slab ofM-30 grade of size 450x450x50mm (HPL or equivalent ) including reinforcementwith 6mm dia M.S. bars 4 nose on each side including setting in position in footpathto the required level and line over a bed of 20mm average thick cement mortar 1:3(1 cement : 3 coarse sand ) having thickness not more than 5mm except on curveincluding filling of joints with same cement mortar and making grooves etc.complete as per direction of Engineer-in-charge.

63499 1-16-67 553.30

sq.mProviding and laying 60mm thick factory made cement concrete interlocking paverblock of M -30 grade made by block making machine with strong vibratorycompaction and of approved size and design/ shape laid in required colour andpattern over and including 50mm thick compacted bed of course sand, filling thejoints with coarse sand etc. all complete as per the direction of Engineer-incharge.

63500 1-16-68 802.60

cu.mProviding and laying at or near ground level factory made kerb stone of M-25grade cement in position to the required line, level and curvature jointed withcement mortar 1:3(1 cement: 3 coarse sand ) including making joints with orwithout grooves (thickness of joints except at sharp curve shall not to morethan 5mm) including making drainage opening wherever required complete etc.as per direction of Engineer-in-charge (length of finished kerb edging shall bemeasured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge).

63501 1-16-69 6,974.40



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Rate In (Rs.)


measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge).

Providing and fixing G.I. chain link fabric fencing of required width in mesh size50x50mm including strengthening with 2mm dia wire or nuts, bolts and washersas required complete as per the direction of Engineer-in-charge.

1-16-70

sq.mMade of G.I. wire of dia 4mm.63502 1-16-70-1 659.00

sq.mMade of G.I. wire of dia. 4mm, PVC coated to achieve outer dia. not less than 5mmin required colour and shade.

63503 1-16-70-2 695.90

sq.mProviding and fixing G.I. chain link fabric fencing of required width in mesh size25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia.wire or nuts, bolts and washers as required complete as per the direction ofEngineer-in-charge.

63504 1-16-71 624.60

cu.mSupplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.63505 1-16-72 809.40

sq.mDry stone pitching 22.5cm thick laid in courses and required profile with hammerdressed stones having no side less than 15 cm, with minimum depth of 20cmincluding preparing the bedding surface etc. all complete. (Payment for Stone tobe made separately)

63506 1-16-73 254.50

75 mm thick back filling for pitching including supplying of required materialsand consolidation etc. complete with:

1-16-74

sq.mMoorum63507 1-16-74-1 51.40

sq.mStone aggregate 20 mm nominal size.63508 1-16-74-2 210.70

sq.mStone aggregate 40 mm nominal size.63509 1-16-74-3 81.50

cu.mProviding and laying C.C. pavement of mix M25 with ready mixed concrete frombatching plant. The ready mixed concrete shall be laid and finished with screedboard vibrator , vacuum dewatering process and finally finished by floating,brooming with wire brush etc. complete as per specifications and directions ofEngineer-in-charge. (The panel shuttering work shall be paid for separately ).

63510 1-16-75 8,736.20

cu.mDeduct for using of M 20 grade concrete instead of M-25 grade concrete in C.C.pavement.

63511 1-16-76 476.80

sq.mScarifiying the existing bituminous road surface to depth of 50mm and disposal ofscarified material withyin all lifts and lead upto 1000 metre (by mechanincalmeans).

63512 1-16-77 4.90

Specification:



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Chapter Name Sanitary Installation

Rate In (Rs.)


Providing and fixing water closet squatting pan (Indian type W.C. pan ) with100mm

1-17-1

eachWhite Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral typefoot rests.

63513 1-17-1-1 4,278.50

eachStainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm withflushpipe and integrated type foot rests.

63514 1-17-1-2 2,812.10

Providing and fixing white vitreous china pedestal type water closet (European type1-17-2

eachW.C. pan with ISI marked white solid plastic seat and lid63515 1-17-2-1 4,000.50

eachW.C. pan with ISI marked black solid plastic seat and lid63516 1-17-2-2 3,971.20

Providing and fixing white vitreous china pedestal type water closet (European type)1-17-3

eachW.C. pan with ISI marked white solid plastic seat and lid.63517 1-17-3-1 5,237.50

eachW.C. pan with ISI marked black solid plastic seat and lid.63518 1-17-3-2 5,208.20

Providing and fixing white vitreous china flat back or wall corner type lipped front1-17-4

eachOne urinal basin with 5 litre white P.V.C. automatic flushing cistern.63519 1-17-4-1 3,501.60

eachRange of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.63520 1-17-4-2 5,878.00

eachRange of three urinal basins with 10 litre white P.V.C. automatic flushing cistern.63521 1-17-4-3 8,375.60

eachRange of four urinal basins with 10 litre white P.V.C. automatic flushing cistern.63522 1-17-4-4 11,257.50

Providing and fixing white vitreous china flat back half stall urinal of size1-17-5

eachSingle half stall urinal with 5 litre P.V.C. automatic flushing cistern.63523 1-17-5-1 6,006.80

eachRange of two half stall urinals with 5 litre P.V.C. automatic flushing cistern.63524 1-17-5-2 9,378.80

eachRange of three half stall urinals with 10 litre P.V.C. automatic flushing cistern.63525 1-17-5-3 12,623.00

eachRange of four half stall urinals with 10 litre P.V.C. automatic flushing cistern.63526 1-17-5-4 10,098.30

Providing and fixing one piece construction white vitreous china squatting plate1-17-6

eachSingle squatting plate with 5 litre P.V.C. automatic flushing cistern.63527 1-17-6-1 4,255.00

eachRange of two squatting plates with 5 litre P.V.C. automatic flushing cistern.63528 1-17-6-2 6,584.20

eachRange of three squatting plates with 10 litre P.V.C. automatic flushing cistern.63529 1-17-6-3 8,923.80

eachRange of four squatting plates with 10 litre P.V.C. automatic flushing cistern.63530 1-17-6-4 10,782.00

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,321-17-7

eachWhite Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brasspillar taps.

63531 1-17-7-1 3,795.80



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Rate In (Rs.)


eachWhite Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brasspillar tap.

63532 1-17-7-2 3,160.80

eachWhite Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brasspillar taps.

63533 1-17-7-3 3,238.50

eachWhite Vitreous China Flat back wash basin size 550x400 mm with single 15 mmC.P.brass pillar tap.

63534 1-17-7-4 2,603.60

eachWhite Vitreous China Angle back wash basin size 600x480 mm with single 15 mmC.P. brass pillar tap.

63535 1-17-7-5 5,419.00

eachWhite Vitreous China Angle back wash basin size 400x400 mm with single 15 mmC.P. brass pillar tap.

63536 1-17-7-6 3,894.00

eachWhite Vitreous China Flat back wash basin size 450x300 mm with single 15 mmC.P.brass pillar tap.

63537 1-17-7-7 2,310.30

eachWhite Vitreous China Surgeon type wash basin of size 660x460 mm with a pair ofL5mm C.P. brass pillar taps with elbow operated levers.

63538 1-17-7-8 12,107.30

eachWhite Vitreous China Surgeon type wash basin of size 660x460 mm with single 15mm C.P. brass pillar taps with elbow operated levers ISI marked.

63539 1-17-7-9 11,495.80

eachStainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P.brass pillar tap.

63540 1-17-7-10 6,081.80

eachStainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P.brasspillar tap.

63541 1-17-7-11 4,961.50

eachProviding and fixing white vitreous china pedestal for wash basincompletely recessed at the back for the reception of pipes and fittings.

63542 1-17-8 1,459.90

Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber1-17-9

eachWhite glazed fire clay kitchen sink of size 600x450x250 mm.63543 1-17-9-1 2,648.60

Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 139831-17-10

Kitchen sink with drain board1-17-10-1

each510x1040 mm bowl depth 250mm.63544 1-17-10-1-1 9,679.00




Kitchen sink without drain board1-17-10-2

each610x510 mm bowl depth 200 mm.63548 1-17-10-2-1 6,225.20



11/06/13 10:54 of 169

Rate In (Rs.)




Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P.1-17-11

eachSize 450x300x150mm63551 1-17-11-1 2,748.30

eachSize 600x450x200mm63552 1-17-11-2 3,452.20

eachProviding and fixing draining board with C.I. brackets including paintingof brackets, cutting and making good the walls wherever required : White glazedfire clay draining board of size600x450x25mm

63553 1-17-12 872.40

Providing and fixing white vitreous china water closet squatting pan (Indian type)1-17-13

eachLong pattern W.C. pan of size 580 mm63554 1-17-13-1 1,840.70

eachOrissa pattern W.C. pan of size 580x440 mm63555 1-17-13-2 1,899.40

Extra for using coloured W.C. pan instead of white W.C. pan1-17-14

eachOrissa pattern W.C. pan 580x440 mm63556 1-17-14-1 807.10

eachProviding and fixing white vitreous china pedestal type (European type/wash down type) water closet pan.

63557 1-17-15 1,488.80

eachExtra for using coloured pedestal type W.C pan (European type) withlow level cistern of same colour instead of white vitreous china W.C panand cistern.

63558 1-17-16 1,255.20

Providing and fixing a pair of white vitreous china foot rests of standard pattern1-17-17

each250x130x30 mm63559 1-17-17-1 279.20

each250x125x25 mm63560 1-17-17-2 279.20

Providing and fixing P.V.C. low level flushing cistern with manually controlleddevice

1-17-18

each10 litre capacity-White63561 1-17-18-1 1,333.90

each10 litre capacity-coloured63562 1-17-18-2 1,102.50

Providing and fixing controlled flush, low level cistern made of vitreous china with1-17-19

each10 litre (full flush) capacity-white63563 1-17-19-1 1,950.30

each10 litre (full flush) capacity-coloured63564 1-17-19-2 2,805.50

Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :1-17-20

eachWhite solid plastic seat with lid63565 1-17-20-1 521.80

eachBlack solid plastic seat with lid63566 1-17-20-2 492.50

eachExtra for providing coloured other than black solid P.V.C. plastic seatand cover in European type W.C. pan, instead of white plastic seat andcover.

63567 1-17-21 1,114.50



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Rate In (Rs.)


and cover in European type W.C. pan, instead of white plastic seat andcover.

eachProviding and fixing G.I. inlet connection for flush pipe connecting withW.C. pan.

63568 1-17-22 94.80

eachProviding and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350mm and 340x410x265mmsizes respectively.

63569 1-17-23 1,150.10

eachProviding and fixing white vitreous china squatting plate urinal withintegral rim longitudinal flush pipe.

63570 1-17-24 1,973.90

Providing and fixing white vitreous china wash basin including making all1-17-25

eachFlat back wash basin of size 630x450mm63571 1-17-25-1 1,723.00

eachFlat back wash basin of size 550x400mm.63572 1-17-25-2 1,165.70

eachAngle back wash basin of size 600x480mm.63573 1-17-25-3 3,981.20

eachAngle back wash basin of size 400x400mm.63574 1-17-25-4 2,456.10

eachFlat back wash basin of size 450x300mm.63575 1-17-25-5 1,766.50

eachSurgeon type wash basin of size 660x460mm.63576 1-17-25-6 10,081.40

Providing and fixing kitchen sink including making all connections excluding cost1-17-26

eachWhite glazed fire clay sink of size 600x450x250mm.63577 1-17-26-1 637.90

Providing and fixing white vitreous china laboratory sink including making all1-17-27

eachSize 450x300x150 mm.63578 1-17-27-1 1,778.90

eachSize 600x450x200 mm63579 1-17-27-2 2,200.50

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.1-17-28

Semi rigid pipe1-17-28-1

Nos.32mmdia63580 1-17-28-1-1 105.60

Nos.40mmdia63581 1-17-28-1-2 123.20

Flexible pipe1-17-28-2

Nos.32mm dia63582 1-17-28-2-1 123.20

Nos.40 mmdia63583 1-17-28-2-2 129.10

eachProviding and fixing 100 mm sand cast Iron grating for gully trap.63584 1-17-29 28.30

Nos.Providing and fixing in position 25mm diameter mosquito proof coupling ofapprovedmunicipal design.

63585 1-17-30 36.00

Nos.Providing and fixing 600x450 mm bevelled edge mirror of superior glass (ofapprovedquality) complete with 6 mm thick hard board ground fixed to wooden cleats withC.P. brass screws and washers complete.

63586 1-17-31 525.00



11/06/13 10:54 of 169

Rate In (Rs.)


quality) complete with 6 mm thick hard board ground fixed to wooden cleats withC.P. brass screws and washers complete.

Providing and fixing mirror of superior glass (of approved quality) and of1-17-32

Nos.Circular shape 450mm dia.63587 1-17-32-1 2,516.90

Nos.Rectangular shape 453x357mm63588 1-17-32-2 2,622.80

Nos.Rectangular shape 1500x450 mm63589 1-17-32-3 2,797.10

Nos.Providing and fixing 600x120x5mm glass shelf with edges round of supported onanodised aluminium angle frame with C.P. brass brackets and guard rail completefixed with 40 mm long screws, rawl plugs etc., complete.

63590 1-17-33 2,739.90

Providing and fixing toilet paper holder :1-17-34

Nos.C.P. brass63591 1-17-34-1 951.10

Nos.Vitreous china63592 1-17-34-2 992.90

Providing and fixing soil, waste and vent pipes:1-17-35

100 mm dia.1-17-35-1

metreSand cast iron S&S pipe as per IS: 1729.63593 1-17-35-1-1 819.40

metreCentrifugally cast (spun) iron socketed pipe as per IS: 3989.63594 1-17-35-1-2 972.20

75 mm diameter :1-17-35-2

metreSand cast iron S&S pipe as per IS: 1729.63595 1-17-35-2-1 749.00

metreCentrifugally cast (spun) iron socketed pipe as per IS: 3989.63596 1-17-35-2-2 847.60

Providing and filling the joints with spun yarn cement slurry and cement mortar 1:21-17-36

each75mm dia pipe63597 1-17-36-1 55.10

each100 mm dia pipe63598 1-17-36-2 65.00

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast1-17-37

eachFor 100 mm dia. Pipe63599 1-17-37-1 139.50

eachFor 75 mm dia. Pipe63600 1-17-37-2 131.60

Providing and fixing bend of required degree with access door, insertion rubber1-17-38

100 mm1-17-38-1

Nos.Sand cast iron S&S as per IS - 172963601 1-17-38-1-1 317.90


75 mm dia1-17-38-2


Nos.Sand cast iron S&S as per IS- 398963604 1-17-38-2-2 18.70



11/06/13 10:54 of 169

Rate In (Rs.)


Providing and fixing plain bend of required degree.1-17-39

100 mm1-17-39-1


Nos.Sand cast iron S&S as per IS : 398963606 1-17-39-1-2 290.90

75 mm1-17-39-2

Nos.Sand cast iron S&S as per IS -172963607 1-17-39-2-1 370.70


Providing and fixing heel rest sanitary bend1-17-40

100 mm dia1-17-40-1



75 mm1-17-40-2



Providing and fixing double equal junction of required degree with access door,1-17-41

100x100x100x100mm1-17-41-1

eachSand cast iron S&S as per IS - 172963613 1-17-41-1-1 1,290.60

eachSand cast iron S&S as per IS - 398963614 1-17-41-1-2 729.60

75x75x75x75 mm1-17-41-2



Providing and fixing double equal plain junction of required degree.1-17-42

100x100x100x100 mm1-17-42-1

eachSand cast iron S&S as per IS - 172963617 1-17-42-1-1 1,196.60


75x75x75x75 mm1-17-42-2



Providing and fixing single equal plain junction of required degree with access1-17-43

100x100x100 mm1-17-43-1




11/06/13 10:54 of 169

Rate In (Rs.)



75x75x75 mm1-17-43-2



Providing and fixing single equal plain junction of required degree1-17-44

100x100x100 mm1-17-44-1



75x75x75 mm1-17-44-2



Providing and fixing double unequal junction of required degree with access1-17-45

100x100x75x75 mm1-17-45-1



Providing and fixing double unequal plain junction of required degree1-17-46

100x100x75x75 mm1-17-46-1



Providing and fixing single unequal junction of required degree with access1-17-47

100x100x75 mm1-17-47-1



Providing and fixing single unequal plain junction of required degree :1-17-48

100x100x75 mm1-17-48-1



Providing and fixing double equal plain invert branch of required degree:1-17-49

100x100x100x100mm1-17-49-1


eachSand cast iron S&S as per IS 398963638 1-17-49-1-2 606.50



11/06/13 10:54 of 169

Rate In (Rs.)


75x75x75x75 mm1-17-49-2



Providing and fixing single equal plain invert branch of required degree:1-17-50

100x100x100 mm1-17-50-1

eachSand cast iron S&S as per iron 172963641 1-17-50-1-1 475.10


75x75x75 mm1-17-50-2



Providing and fixing double unequal invert branch of required degree1-17-51

100x100x75x75 mm1-17-51-1



Providing and fixing single unequal plain invert branch of required degree :1-17-52

100x100x75 mm1-17-52-1



Providing and fixing sand cast iron S&S offsets as per IS: 17291-17-53

76 mm offsets1-17-53-1

Nos.With 75 mm dia. pipe63649 1-17-53-1-1 195.90


114 mm offsets1-17-53-2


Nos.With 100 mm dia. Pipe63652 1-17-53-2-2 195.90

152 mm offsets1-17-53-3

Nos.With 75 mm dia. Pipe63653 1-17-53-3-1 418.30


Providing and fixing sand cast iron S&S offsets as per IS: 3989.1-17-54

75 mm offsets1-17-54-1




11/06/13 10:54 of 169

Rate In (Rs.)


150 mm offsets1-17-54-2



Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts1-17-55

100mm1-17-55-1



75 mm1-17-55-2



Providing and fixing terminal guard:1-17-56

100 mm1-17-56-1



75 mm1-17-56-2



Providing and fixing collar:1-17-57

100 mm1-17-57-1



75 mm1-17-57-2


Nos.Sand cast iron S&S as per IS- 398963669 1-17-57-2-2 180.60

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron1-17-58

each100mm63670 1-17-58-1 238.90

Nos.75 mm63671 1-17-58-2 200.40

Nos.50 mm63672 1-17-58-3 156.30

Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast1-17-59

Nos.100 mm63673 1-17-59-1 63.40



11/06/13 10:54 of 169

Rate In (Rs.)


Nos.75 mm63674 1-17-59-2 52.80

Nos.50 mm63675 1-17-59-3 45.80

Providing and fixing trap of self cleansing design with screwed down or hinged1-17-60

100 mm inlet and 100 mm outlet1-17-60-1

eachSand cast iron S&S as per IS: 3989.63676 1-17-60-1-1 960.10

eachSand Cast Iron S&S as per IS: 1729.63677 1-17-60-1-2 835.70

100 mm inlet and 75 mm outlet1-17-60-2


eachSand Cast Iron S&S as per IS- 172963679 1-17-60-2-2 756.00

Cutting chases in brick masonry walls for following diameter sand cast iron1-17-61

metre100mmdia.63680 1-17-61-1 367.20

metre75mmdia63681 1-17-61-2 262.80

metre50mmdia.63682 1-17-61-3 168.00

Nos.Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside andwhite paint over a coat of zinc chromate yellow primer (of approved quality ) onthe outside surface of the cistern flush pipe, other fittings, etc. complete for newwork.

63683 1-17-62 532.30

Nos.Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint insideand white paint on the outside surface of the cistern, flush pipe, other fittings,etc. complete including polishing of wooden seat and lid and cleaning of W.C.pan with acid wherever necessary.

63684 1-17-63 313.90

Nos.Repainting C.I. cistern with synthetic enamel paint of approved colour brandand manufacture on the outside surface of cistern flush pipe, other fittings etc.complete.

63685 1-17-64 146.90

Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes1-17-65

metre100 mm diameter pipe63686 1-17-65-1 36.90


Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent1-17-66



eachRepainting bath tub of size 1700x730x430mm with enamel paint.63690 1-17-67 395.80

Providing and fixing vitreous china dual purpose closet suitable for use as1-17-68

Nos.White vitreous china dual purpose WC pan with white solid plastic seat and lid withwhite vitreous china flushing cistern and C.P. flush bend.

63691 1-17-68-1 227.10



11/06/13 10:54 of 169

Rate In (Rs.)


Providing and fixing PTMT Waste Coupling for washbasin and sink, of approved1-17-69

Nos.Waste coupling 3.1 mm of 79mm length and 62mm breadth weighing not less than45gms.

63692 1-17-69-1 103.30

Nos.Waste coupling 38mm of 83mm length and 77mm breadth, weighing not less than60gms.

63693 1-17-69-2 133.80

Providing and fixing PTMT Bottle Trap for Wash basin and sink.1-17-70

Nos.Bottle trap 31mm single piece moulded with height of 270mm, effective lengthoftail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mmminimum water seal, weighing not less than 260gms

63694 1-17-70-1 463.40

Nos.Bottle trap 38mm single piece moulded with height of 270mm, effective length oftail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mmminimum water seal, weighing not less than 263gms.

63695 1-17-70-2 492.70

Nos.Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and112mm distance from wall of standard shape with bracket of the same materialswith snap fittings of approved quality and colours weighing not lessthan 105 gms

63696 1-17-71 213.50

Nos.Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mmwide with a minimum distances of 37mm from wall face with concealed fittingsarrangement of approved quality and colours weighing not less than 80 gms

63697 1-17-72 197.10

Providing and fixing PTMT towel rail complete with brackets fixed to wooden1-17-73

Nos.450mm long towel rail with total length of 495mm, 78mm wide and effective heightof 88mm, weighing not less than 170gms.

63698 1-17-73-1 491.30

Nos.600mm long towel rail with total length of 645mm, width 78mm and effectiveheight of 88mm, weighing not less than 190gms.

63699 1-17-73-2 735.50

Nos.Providing and fixing PTMT shelf 440 mm long, 124 mm widthand 36 mm heightof approved quality and colour, weighing not less than 300gms.

63700 1-17-74 525.30

Nos.Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2"BSP thread and shapes, weighing not less than 60gms.

63701 1-17-75 217.30

Providing and fixing PTMT urinal cock of approved quality and colour.1-17-76

Nos.15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP femalethreads weighing not less than 48gms

63702 1-17-76-1 436.30

Providing and fixing M.S. holder bat clamp of approved design to sand cast1-17-77

Nos.Total bracket length 580mm of approved shape and design (for single 100mm diapipe).

63703 1-17-77-1 185.50

Nos.Total bracket length 810mm of approved shape and design (for two 100mm diapipes).

63704 1-17-77-2 228.70

Nos.Total bracket length 1040mm of approved shape and design (for three 100mm diapipes).

63705 1-17-77-3 271.90



11/06/13 10:54 of 169

Specification:


11/06/13 10:54 of 169

Chapter Name Water Supply

Rate In (Rs.)


Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) CompositePressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black havingthermal stability for hot & cold water supply, capable to withstand temperature upto 80° C including all special fittings of composite material (engineering plasticblendand brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers &connectors etc. with clamps at 1.00 metre spacing. This includes testing of jointscomplete as per direction of the Engineer in charge. Internal work - Exposed on wall

1-18-1

metre1216 (16 mm OD) pipe0 1-18-1-1 162.60

metre1620 (20 mm OD) pipe0 1-18-1-2 191.60

metre2025 (25 mm OD) pipe0 1-18-1-3 282.20

metre2532 (32 mm OD) pipe0 1-18-1-4 371.10

metre3240 (40 mm OD) pipe0 1-18-1-5 485.80

metre4050 (50 mm OD) pipe0 1-18-1-6 621.70

Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE)Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbonblack having thermal stability for hot & cold water supply, capable to withstandtemperature up to 80°C including all special fittings of composite material(engineering plastic blend and brass inserts wherever required ) e.g. elbows , tees,reducers, couplers & connectors etc. with clamps at 1.00 metre spacing. Thisincludes the costs of cutting chases and including testing of joints complete asper direction of the engineer in charge.Concealed work including cutting chases and making good the wall etc.

1-18-2

metre1216 (16 mm OD) pipe63706 1-18-2-1 163.80

metre1620 (20 mm OD) pipe63707 1-18-2-2 188.40

metre2025 (25 mm OD) pipe63708 1-18-2-3 229.50

metre2532 (32 mm OD) pipe63709 1-18-2-4 294.00

Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) CompositePressurePipes conforming to IS - 15450 - 2004 U.V. stabilised with carbon black havingthermalstability for hot & cold water supply, capable to withstand temperature up to 80° Cincludingall special fittings of composite material (engineering plastic blend and brass insertswhereverrequired ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with trenching,refillingand testing of joints complete as per direction of the engineer in charge. Externalwork

1-18-3



11/06/13 10:54 of 169

Rate In (Rs.)


metre1216 (16 mm OD) pipe63710 1-18-3-1 154.10

metre1620 (20 mm OD ) pipe.63711 1-18-3-2 213.50

metre2025 (25 mm OD ) pipe.63712 1-18-3-3 265.10

metre2532 (32 mm OD ) pipe.63713 1-18-3-4 346.10

metre3240 (40 mm OD ) pipe.63714 1-18-3-5 451.70

metre4050 (50 mm OD ) pipe.63715 1-18-3-6 588.70

Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot& cold water supply including all PP - R plain & brass threaded polypropylenerandom fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includestesting of joints complete as per direction of Engineer in Charge. (Internalworkexposedon wall)

1-18-4

metrePN-16 Pipe, 16 mm OD63716 1-18-4-1 114.70

metrePN - 16 Pipe, 20 mm OD63717 1-18-4-2 151.70





Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot& cold water supply including all PP-R plain & brass threaded polypropylenerandom fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes thecost of cutting chases and making good the same including testing of jointscomplete as per direction of Engineer in Chajge. (Concealed work including cuttingchases and making good the walls etc.,)

1-18-5

metrePN- 16 Pipe, 16 mm OD63722 1-18-5-1 166.60




Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot& cold water supply including all PP-R plain & brass threaded polypropylenerandom fittings i/c trenching .refilling & testing of joints complete as per directionof Engineer in Charge. (External work)

1-18-6

metrePN-16 Pipe, 16 mm OD63726 1-18-6-1 104.50



11/06/13 10:54 of 169

Rate In (Rs.)


metrePN - 16 Pipe, 20 mm OD (SDR - 7.4)63727 1-18-6-2 136.90





metrePN - 16 Pipe, 63mm OD (SDR - 7.4)63732 1-18-6-7 915.40

metrePN - 16 Pipe, 75 mm OD (SDR - 7.4)63733 1-18-6-8 1,308.80

metrePN - 16 Pipe, 90 mm OD (SDR - 7.4)63734 1-18-6-9 1,851.50

metrePN - 10 Pipe, 110 mm OD (SDR - 11)63735 1-18-6-10 2,707.40

metrePN - 10 Pipe, 160 mm OD (SDR - 11)63736 1-18-6-11 7,627.10

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply including all CPVC plain & brassthreaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing ofjoints complete as per direction of Engineer in Charge. (Internal work Exposedon wall)

1-18-7

metre15 mm nominal outer dia .Pipes.63737 1-18-7-1 135.00






Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brass threadedfittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes &fittings with one step CPVC solvent cement and the cost of cutting chases andmakinggood the same including testing of joints complete as per direction of Engineer inCharge. (Concealed work including cutting chases and making good the walls etc.,)

1-18-8





Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brass threadedfittings, this included jointing of pipes & fittings with one step CPVC solventcement,trenching, refilling & testing of joints complete as per direction of Engineer inCharge. (External work).

1-18-9



11/06/13 10:54 of 169

Rate In (Rs.)


stability for hot & cold water supply including all CPVC plain & brass threadedfittings, this included jointing of pipes & fittings with one step CPVC solventcement,trenching, refilling & testing of joints complete as per direction of Engineer inCharge. (External work).







metre62.50 mm nominal inner dia Pipes.63753 1-18-9-7 3,569.20

metre75 mm nominal inner dia .Pipes.63754 1-18-9-8 2,107.40

metre100mm nominal inner dia .Pipes.63755 1-18-9-9 3,003.50

metre150 mm nominal inner dia .Pipes.63756 1-18-9-10 4,532.90

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, includingcutting and making good the walls etc. Iinternal work - Exposed on wall

1-18-10

metre15 mm dia. nominal bore63757 1-18-10-1 173.00






Concealed pipe with anti corrosive bitumastic paint, cuttingchases and making good the wall

1-18-11

metre15 mm dia nominal bore63763 1-18-11-1 249.00

metre20 mm dia nominal bore63764 1-18-11-2 288.00

Providing and fixing G.I. pipes complete with G.I. fittings including trenching andrefilling etc. (external work)

1-18-12







11/06/13 10:54 of 169

Rate In (Rs.)






Making connection of G.I. distribution branch with G.I. main of following sizes byproviding and fixing tee, including cutting and threading the pipe etc. complete

1-18-13

each25 to 40 mm nominal bore63773 1-18-13-1 368.90

each50 to 80 mm nominal bore63774 1-18-13-2 1,017.90

eachFixing water meter and stop cock in G.I. pipe line including cuttingand threading the pipe and making long screws etc. complete (cost ofwater meter and stop cock to be paid separately).

63775 1-18-14 264.50

Providing and fixing brass bib cock of approved quality1-18-15

each15 mm nominal bore63776 1-18-15-1 293.20


Providing and fixing brass stop cock of approved quality1-18-16



Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end)

1-18-17


each32 mm nominal bore.63781 1-18-17-2 437.70



each65 mm nominal bore63784 1-18-17-5 1,013.40

each80 mm nominal bore63785 1-18-17-6 1,665.70

Providing and fixing ball valve (brass) of approved quality complete1-18-18

High or low pressure with plastic floats1-18-18-1

each15 mm nominal bore63786 1-18-18-1-1 234.60



Providing and fixing gun metal non-return valve of approved quality (screwedend)

1-18-19



11/06/13 10:54 of 169

Rate In (Rs.)


25 mm nominal bore1-18-19-1

eachHorizontal63789 1-18-19-1-1 434.10

eachVertical63790 1-18-19-1-2 434.10


eachHorizontal63791 1-18-19-2-1 553.60

eachVertical63792 1-18-19-2-2 553.60


eachHorizontal63793 1-18-19-3-1 790.50

eachVertical63794 1-18-19-3-2 790.50


eachHorizontal63795 1-18-19-4-1 441.10

eachVertical63796 1-18-19-4-2 441.10


eachHorizontal63797 1-18-19-5-1 1,804.10

eachVertical63798 1-18-19-5-2 1,804.10


eachHorizontal63799 1-18-19-6-1 2,921.10

eachVertical63800 1-18-19-6-2 2,904.60

Providing and fixing brass ferrule with C.I. mouth cover including boring andtapping the main

1-18-20




Providing and fixing uplasticised PVC connection pipe with brass unions1-18-21

30 cm length1-18-21-1

Nos.15 mm nominal bore63804 1-18-21-1-1 47.00


45 cm length1-18-21-2



Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet1-18-22



11/06/13 10:54 of 169

Rate In (Rs.)


Nos.100 mm diameter63808 1-18-22-1 58.70

Nos.150 mm diameter63809 1-18-22-2 78.50

QuintalLaying in position centrifugally cast (spun) iron S&S or flanged pipes (excludingcost of pipe)

63810 1-18-23 98.80

QuintalLaying in position S&S or flanged C.I. special such tees, bends collars,tapers andcaps etc. (excluding cost of specials).

63811 1-18-24 192.60

Providing and laying S&S C.I. standard specials such as tees, bends, collars,tapers,caps etc. (Heavy class)

1-18-25

QuintalUpto 300 mm dia.63812 1-18-25-1 3,571.20

QuintalOver 300 mm dia.63813 1-18-25-2 3,845.70

Providing and laying flanged C.I. standard specials such as tees, bends, collars,tapers, caps etc., suitable for flanged jointing as per IS : 1538

1-18-26

QuintalUpto 300 mm dia.63814 1-18-26-1 6,274.00

QuintalOver 300 mm dia.63815 1-18-26-2 6,909.90

Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA)conforming to IS - 1536

1-18-27

metre100 mm dia, pipe63816 1-18-27-1 933.90

metre125 mm dia. pipe63817 1-18-27-2 1,147.70

Providing lead caulked joints to spun iron or C.I. pipes and specials includingtesting of joints but excluding the cost of pig lead :

1-18-28

each100 mm diameter pipe63818 1-18-28-1 200.80










each600 mm diameter pipe63828 1-18-28-11 1,295.20

QuintalSupplying pig lead at site of work.63829 1-18-29 10,558.00

Providing flanged joints to double flanged C.I./ D.I. pipes and specials includingtesting of joints :

1-18-30



11/06/13 10:54 of 169

Rate In (Rs.)


testing of joints :












each600 mm diameter pipe63841 1-18-30-12 1,115.80

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubberinsertions etc. (the tail pieces if required will be paid separately):

1-18-31

100 mm diameter1-18-31-1

eachClass I63842 1-18-31-1-1 3,103.10

eachClass II63843 1-18-31-1-2 3,492.60


eachClass I63844 1-18-31-2-1 3,414.60

eachClass II63845 1-18-31-2-2 3,839.30


eachClass I63846 1-18-31-3-1 4,137.60

eachClass II63847 1-18-31-3-2 4,859.10


eachClass I63848 1-18-31-4-1 7,842.80

eachClass II63849 1-18-31-4-2 8,853.60


eachClass I63850 1-18-31-5-1 11,678.80

eachClass II63851 1-18-31-5-2 13,242.90




11/06/13 10:54 of 169

Rate In (Rs.)


eachClass 163852 1-18-31-6-1 15,108.80

eachClass II63853 1-18-31-6-2 16,277.40

Constructing masonry Chamber 30x30x50 cm, inside with 75 class designationbrick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I.surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concreteslab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominalsize ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10graded stone aggregate 40mm nominal size ) and inside plastering with cementmortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat ofneat cement complete as per standard design :

1-18-32

eachWith F.P.S. bricks63854 1-18-32-1 1,460.10

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designationbrick work in cement mortar 1:4 (1 cement :4coarse sand) for sluice valve, with C.I.surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep(inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4graded stone aggregate 20mm nominal size ) necessary excavation7foundationconcrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mmthick finished with a floating coat of neat cement complete as per standard design :

1-18-33


Constructing masonry Chamber 90x90x100 cm, inside with 75 class designationbrick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I.surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep(inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand :4"graded stone aggregate 20 mm nominal size ) necessary excavation foundationconcrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mmthick finished with a floating coat of neat cement complete as per standard design :

1-18-34


Constructing masonry Chamber 120x120x100 cm, inside with 75 class designationbrick work in cement mortar 1:4( cement :4 coarse) for sluice valve, with C.I.surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4graded stone aggregate 20 mm nominal size) necessary excavation foundationconcrete 1:5:10(1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mmthick finished with a floating coat of neat cement complete as per standard design :

1-18-35


Constructing masonry Chamber 60x60x75 cm, inside with 75 class designationbrick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants, withC.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid andRCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 finesand: 10 graded stone aggregate 40 mm nominal size) and inside plastering withcement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floatingcoat of neat cement complete as per standard design :

1-18-36



11/06/13 10:54 of 169

Rate In (Rs.)


nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 finesand: 10 graded stone aggregate 40 mm nominal size) and inside plastering withcement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floatingcoat of neat cement complete as per standard design :


Constructing masonry Chamber 60x45x50 cm, inside with 75 class designationbrick work in cement mortar 1:4(1 cement : 4 coarse sand) for water meter completewith C.I. double flap surface box 400x200x200 mm (inside) with lockingarrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finishedwith a floating coat of neat cement complete as per standard design :

1-18-37


Painting G.I. pipes and fittings with synthetic enamel white paint over a readymixed priming coat, both of approved quality for new work :

1-18-38



metre25 mm diameter pipe.63862 1-18-38-3 10.40




Repainting G.I. pipes and fittings with synthetic enamel white paint of approvedquality

1-18-39







Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint ofapproved quality :

1-18-40







11/06/13 10:54 of 169

Rate In (Rs.)






Providing and filling sand grading zone V or coarser grade alround the G.I. pipes inexternal work.

1-18-41

metre15mm diameter pipe63880 1-18-41-1 116.40










Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soilsexcept ordinary hard rocks requiring blasting including removing the casing pipeafter the hand pipe/tube well is lowered and tested

1-18-42

metreUpto 6 metres depth.63890 1-18-42-1 398.10

metreBeyond 6m and upto 12 m depth.63891 1-18-42-2 472.20

metreBeyond 12 m and upto 18 m depth63892 1-18-42-3 549.10

metreProviding and placing in position filters of 40 mm diameter G.I. pipe with brassstrainer of approved quality.

63893 1-18-43 519.30

metreProviding and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tubewell including cleaning and priming the tube well.

63894 1-18-44 341.10

metreProviding and placing in position hand pump of approved quality for 40 mmdiameterG.I. pipe complete with all accessories.

63895 1-18-45 761.20

Providing and fixing G.I. Union in G.I. pipe including cutting and threading thepipe and making long screws etc. complete (New work)

1-18-46

Nos.15 mm nominal bore63896 1-18-46-1 173.10




11/06/13 10:54 of 169

Rate In (Rs.)



Nos.32 mm nominal63899 1-18-46-4 342.00


Nos.50mm nominal bore63901 1-18-46-6 565.40

Nos.65mm nominal bore63902 1-18-46-7 832.90

Nos.80 mm nominal bore63903 1-18-46-8 1,207.10

Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading thepipe and making long screws including excavation, refilling the earth or cutting ofwall and making good the same complete wherever required :

1-18-47







each65 mm nominal bore.63910 1-18-47-7 1,056.30

each80 mm nominal bore.63911 1-18-47-8 1,430.60

litreProviding and placing on terrace (at all floor levels) polyethylene water storagetank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and thebase support for tank

63912 1-18-48 7.70

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:89311-18-49


Providing and fixing C.P. brass long nose bib cock of approved quality conformingto IS standards and weighing not less than 810 gms.

1-18-50

Nos.15mm nominal bore.63914 1-18-50-1 732.40

Providing and fixing C.P. brass long body bib cock of approved quality conformingto IS standards and weighing not less than 690 gms.

1-18-51


Providing and fixing C.P. brass stop cock (concealed) of standard design and ofapproved make conforming to IS:8931.

1-18-52


Providing and fixing C.P. brass angle valve for basin mixer and geyser points ofapproved quality conforming to IS:8931

1-18-53



11/06/13 10:54 of 169

Rate In (Rs.)



Providing and fixing PTMT bib cock of approved quality and colour.1-18-54

Nos.15mm nominal bore, 86 mm long, weighing not less than 88 gms.63918 1-18-54-1 180.20

Nos.15 mm nominal bore, 122mm long, weighing not less than 99 gms.63919 1-18-54-2 321.40

Nos.15 mm nominal bore, 165 mm long, weighing not less than 110 grams.63920 1-18-54-3 234.50

Nos.15mm nominal bore, 90mm long, weighing not less than 93 grams.63921 1-18-54-4 182.90

Providing and fixing PTMT stop cock of approved quality and colour.1-18-55

Nos.15 mm nominal bore, 86mm long, weighing not less than 88 grams.63922 1-18-55-1 154.80


Nos.Concealed stop cock, 15mm nominal bore, 108mm long, weighing not less than 108grams.

63924 1-18-55-3 242.80

Providing and fixing PTMT pillar cock of approved quality and colour .1-18-56


Nos.15mm nominal bore, 125mm long foam flow, Weighing not less than 120 gms.63926 1-18-56-2 385.50

Providing and fixing PTMT, push cock of approved quality and colour.1-18-57

Nos.15 mm nominal bore, 98mm long, Weighing not less than 75 gms.63927 1-18-57-1 129.00

Nos.15 mm nominal bore, 80mm long, Weighing not less than 46 gms.63928 1-18-57-2 58.60

Providing and fixing PTMT grating of approved quality and colour.1-18-58

Circular type.1-18-58-1

Nos.100 mm nominal dia.63929 1-18-58-1-1 74.80

Nos.125 mm nominal dia with 25 mm waste hole.63930 1-18-58-1-2 57.70

Rectangular type with openable circular lid.1-18-58-2

Nos.150 mm nominal size square 100 mm diameter of the inner hinged round grating.63931 1-18-58-2-1 119.80

Providing and fixing C.I. double acting air valve of approved quality with bolts,nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required willbepaid separately):

1-18-59

Nos.50mm dia63932 1-18-59-1 4,415.40

Nos.80 mm dia63933 1-18-59-2 6,428.50

Nos.100mm dia63934 1-18-59-3 8,178.40

Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (Thetail pieces if required will be paid separately):

1-18-60



11/06/13 10:54 of 169

Rate In (Rs.)


metre80 mm dia nominal bore63935 1-18-60-1 3,093.50




Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts,bolts, rubber insertions etc. complete conforming to IS : 2373

1-18-61

each80 mm dia63939 1-18-61-1 3,853.20

each100mm dia.63940 1-18-61-2 5,771.60

each150 mm dia63941 1-18-61-3 7,446.10

each200mm dia63942 1-18-61-4 7,008.10

Providing and fixing PTMT Ball cock of approved quality, colour and makecomplete with Epoxy coated rod with L.P./ H.P.H.D. plastic ball.

1-18-62

Nos.15 mm nominal bore, 105mm long, weighing not less than 138gms.63943 1-18-62-1 234.60



Nos.40mm nominal bore, 206mm long, weighing not less than 690gms.63946 1-18-62-4 1,238.90

Nos.50mm nominal bore, 242mm long, weighing not less than 1240gms63947 1-18-62-5 1,557.60

Nos.Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing notless than 85gms.

63948 1-18-63 190.00

Nos.Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing notless than 40gms.

63949 1-18-64 138.40

Nos.Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements weighing not lessthan 106 gms.

63950 1-18-65 173.60

Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapersand caps etc, suitable for flanged jointing as per IS : 1538

1-18-66

QuintalUpto300mmdia63951 1-18-66-1 5,161.90

QuintalAbove 300 mm dia63952 1-18-66-2 5,807.10

Providing and laying S&S C.I. Standard specials suitable for mechanical jointingas per IS : 13382

1-18-67

QuintalUpto 300mmdia63953 1-18-67-1 7,707.60


Providing and laying D.I. specials of class K-12 suitable for push-on jointing as perIS : 9523

1-18-68



11/06/13 10:54 of 169

Rate In (Rs.)


QuintalUpto 600mmdia63955 1-18-68-1 12,775.40


Providing and laying D.I Specials of Class K-12suitable for mechanical jointing asper IS :9523

1-18-69

QuintalUpto 600 mm dia63957 1-18-69-1 13,425.30


Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile IronPipes including testing of joints and including the cost of rubber gasket

1-18-70

each100 mm dia pipes63959 1-18-70-1 55.90

each150 mm dia pipes63960 1-18-70-2 88.20

each200 mm dia pipes63961 1-18-70-3 138.70

each250 mm dia pipes63962 1-18-70-4 161.00

each300 mm dia pipes63963 1-18-70-5 216.20

each350 mm dia pipes63964 1-18-70-6 251.40

each400 mm dia pipes63965 1-18-70-7 453.30

each450 mm dia pipes63966 1-18-70-8 503.80

each500 mm dia pipes63967 1-18-70-9 524.40

each600 mm dia pipes63968 1-18-70-10 658.90

each650 mm dia pipes63969 1-18-70-11 199.70

each700 mm dia pipes63970 1-18-70-12 974.00

each800 mm dia pipes63971 1-18-70-13 1,241.10

each900 mm dia pipes63972 1-18-70-14 1,622.50

each1000 mm dia pipes63973 1-18-70-15 1,958.20

Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) CastIron, Class B (IS : 1536):

1-18-71

metre100 mm dia C.I. Double Flanged Pipe63974 1-18-71-1 1,437.20








11/06/13 10:54 of 169

Rate In (Rs.)






Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipesconforming to IS : 8329

1-18-72

metre100 mm dia Ductile Iron Class K-7 pipes63984 1-18-72-1 890.80

metre150 mm dia Ductile Iron Class K-7 pipes63985 1-18-72-2 1,306.80





metre400 mm dia Ductile Iron Class K.-7 pipes63990 1-18-72-7 4,984.70

metre450 mm dia Ductile Iron Class K.-7 pipes63991 1-18-72-8 5,921.30







metre100 mm dia Ductile Iron Class K-9 pipes63998 1-18-72-15 944.30













11/06/13 10:54 of 169

Rate In (Rs.)





metre1000 mm dia Ductile Iron Class K-9 pipes.64012 1-18-72-29 18,852.20

Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun)Ductile Iron Pipes of Class K 9 conforming to IS : 8329 :

1-18-73

metre100 mm dia Ductile Iron Double Flanged64013 1-18-73-1 2,679.80











Providing and fixing unplastisised P.V.C. connection pipe with PTMT Nuts ofapproved quality and colour.

1-18-74

each15 mm nominal bore with 30cm length64024 1-18-74-1 91.60

each15 mm nominal bore with 45 cm length.64025 1-18-74-2 117.30

Providing and fixing PTMT extension nipple for water tank pipe, fittings ofapproved quality and colour

1-18-75

Nos.15 mm nominal bore. Weighing not less than 32gms.64026 1-18-75-1 5.90

Nos.20mm nominal bore. Weighing not less than 40gms.64027 1-18-75-2 57.50

Nos.25mm nominal bore. Weighing not less than 62gms.64028 1-18-75-3 83.30

Cutting holes upto 30x30 cm in walls including making good the same1-18-76

Nos.With F.P.S. bricks.64029 1-18-76-1 234.70

eachCutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc.and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) includingfinishing complete so as to make it leak proof.

64030 1-18-77 171.10

metreMaking chases upto 7.5x7.5 cm in wails including making good and finishing withmatching surface after housing G.I. pipe etc.

64031 1-18-78 76.50



11/06/13 10:54 of 169

Rate In (Rs.)


matching surface after housing G.I. pipe etc.

metreMaking hole upto 20x20 cm and embedding pipes upto 150 mm diameter inmasonry and filling with cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) including disposal of malba

64032 1-18-79 142.40

Disinfecting C.I. water mains by flushing with water containing bleaching powder at0.5 gms per litre of water and cleaning the same with fresh water, operation to berepeated three times including getting the sample of water from the disinfected maintested in the municipal laboratory

1-18-80

metre80mm diametre C.I, pipe.64033 1-18-80-1 7.80

metre100 mm dia metre C.l.pipe.64034 1-18-80-2 10.10

metre125 mm diametre C.I, pipe.64035 1-18-80-3 12.50

metre150mm dia metre C.l,pipe.64036 1-18-80-4 14.90

metre200mm diametre C.I. pipe.64037 1-18-80-5 19.80

metre250 mm diametre C.I. pipe.64038 1-18-80-6 21.90


metre350 mm diametre C.I, pipe64040 1-18-80-8 30.80





Extra for every operation of disinfecting the C.I. main by flushing with watercontaining bleaching powder at 0.5 gms per litre of water and cleaning the samewith fresh water, including getting the samples of water tested in the municipallaboratory

1-18-81


metre100mm diametreC.I. pipe.64046 1-18-81-2 3.50

metre125mm dia metre C.I. pipe.64047 1-18-81-3 4.20

metre150 mm dia metre C.I. pipe.64048 1-18-81-4 4.80









11/06/13 10:54 of 169

Rate In (Rs.)




Dismantling old C.I. pipes including excavation and refilling trenches after takingout the pipes, breaking lead caulked joints, melting of lead and making into blocksincluding stacking of pipes at site lead upto 50 metre

1-18-82


metre100mm diametre C.I. pipe.64058 1-18-82-2 171.60

metre125 mm diametre C.I, pipe.64059 1-18-82-3 188.20

metre150mm dia metre C.I. pipe.64060 1-18-82-4 195.20





metre400mm dia metre C.l. pipe.64065 1-18-82-9 293.50




Labour for cutting C.I. pipe with steel saw.1-18-83

each80 mm diametre C.I. pipe.64069 1-18-83-1 61.10







each350 mm diametre C.I. pipe64076 1-18-83-8 356.70



each500 mm diametre C.I. pipe64079 1-18-83-11 510.80

Nos.600 mm diametre C.I. pipe.64080 1-18-83-12 607.40

Specification:



11/06/13 10:54 of 169

Chapter Name Drainage

Rate In (Rs.)


Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture1-19-1







Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded1-19-2

metre100 mm diameter S. W. pipe64087 1-19-2-1 0.00

metre150 mm diameter S.W, pipe64088 1-19-2-2 689.10

metre200 mm diameter S.W. pipe64089 1-19-2-3 803.30

metre230 mm diameter S.W, pipe64090 1-19-2-4 879.40


Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded1-19-3







Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I.1-19-4

100x100 mm size P type1-19-4-1

metreWith F.P.S. Bricks class designation 7564098 1-19-4-1-1 1,937.00

metreWith Sewer bricks conforming to IS : 488564099 1-19-4-1-2 0.00

150 x 100 mm size P type.1-19-4-2

metreWith F.P.S. bricks class designation 7564100 1-19-4-2-1 0.00

metreWith sewer bricks conforming to IS : 488564101 1-19-4-2-2 0.00

180x150 mm size P type1-19-4-3

metreWith F.P.S. bricks class designation 7564102 1-19-4-3-1 0.00



11/06/13 10:54 of 169

Rate In (Rs.)


metreWith Sewer bricks conforming to IS : 488564103 1-19-4-3-2 0.00

Dismantling of old S.W. pipes including breaking of joints and bed concretestacking

1-19-5










Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars1-19-6

metre100 mm dia. R.C.C. pipe64113 1-19-6-1 310.10

metre150mmdia. R.C.C. pipe64114 1-19-6-2 435.20



metre450 mm dia. R.C.C. pipe64117 1-19-6-5 1,571.60









Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse1-19-7

Inside size 90x80 cm and .45 cm deep including C.I. cover with frame (light duty)455x610 mm internal dimensions total weight of cover and frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg):

1-19-7-1

metreWith F.P.S. bricks with class designation 7564126 1-19-7-1-1 9,795.40



11/06/13 10:54 of 169

Rate In (Rs.)


metreWith Sewer bricks conforming to IS : 488564127 1-19-7-1-2 8,762.70

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (mediumduty) 500 mm internal diameter, total weight of cover and frame to be not lessthan 116 kg (weight of cover 58 kg and weight of frame 58 kg):

1-19-7-2

metreWith F.P.S. bricks class designation 7564128 1-19-7-2-1 17,584.20


Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavyduty) 560 mm internal diameter, total weight of cover and frame to be not lessthan 208 kg (weight of cover 108 kg and weight of frame 100 kg)

1-19-7-3



Extra for depth for manholes1-19-8

Size 90x80 cm1-19-8-8-1

metreWith Sewer bricks conforming to IS : 488564132 1-19-8-8-1-2 4,749.10

metreWith Sewer bricks conforming to IS : 488564133 1-19-8-8-1-2 5,688.70

Constructing brick masonry circular type manhole 0.91m internal dia at bottom1-19-9

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation)560mm internal diameter conforming to I.S. 12592, total-weight of cover and frameto be not less than 182kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centering shuttering allcomplete. (Excavation, foot rests and 12mm thick cement plaster at the externalsurface shall be paid for separately):

1-19-9-1



Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m1-19-10

metreWith F.P.S. bricks class designation 7564136 1-19-10-1 7,030.10

metreWith Sewer bricks conforming IS : 488564137 1-19-10-2 4,104.60

Constructing brick masonry circular manhole 1.22m internal dia at bottom1-19-11

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation)560mm internal diameter conforming to I.S. 12592, total weight of cover and frameto be not less than 182kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size) including centering shutteringall complete. (Excavation, foot rests and 12 mm thick cement plaster at the externalsurface shall be paid for separately):

1-19-11-1


metreWith Sewer bricks conforming IS : 488564139 1-19-11-1-2 15,207.80



11/06/13 10:54 of 169

Rate In (Rs.)


Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m1-19-12

metreWith F.P.S. bricks class designation 7564140 1-19-12-1 5,282.20


Constructing brick masonry circular manhole 1.52 m internal dia at bottom1-19-13

2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation)560mm internal diameter conforming to I.S. 12592, total weight of cover and frameto be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size) including centeringshuttering all complete. (Excavation, foot rests and 12 mm thick cement plasterat the external surface shall be paid for separately):

1-19-13-1


metreWith Sewer bricks conforming IS : 488564143 1-19-13-1-2 39,890.60

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30m:

1-19-14

metreWith F.P.S bricks class desigantion64144 1-19-14-1 12,623.60


Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement1-19-15

metreWith 20x20 mm square bar64146 1-19-15-1 274.70

metreWith 20 mm diameter round bar64147 1-19-15-2 231.60

metreProviding orange colour safety foot rest of minimum 6 mm thick plasticencapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786having minimum cross section as 23 mmx25mm and over all minimum length263 mm and width as 165mm with minimum 112 mm space between protrudedlegs having 2 mm tread on top surface by ribbing or chequering besidesnecessary and adequate anchoring projections on tail length on 138 mm as perCode Description Unit Quantity Rate Amount standard drawing and suitable to withstand the bend test and chemicalresistance test as per specifications and having manufacture’s permanentidentification mark to be visible even after fixing, including fixing in manholeswith 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) complete as per design.

64148 1-19-16 311.70

Replacement of M.S. foot rests in manholes including dismantling concrete blocks1-19-17

metreWith 20 mm diameter round bar64149 1-19-17-1 273.40

metreWith 20 mm diameter square bar64150 1-19-17-1 317.60

Supplying and fixing C.I. cover without frame for manholes :1-19-18

metre455x610 mm rectangular C.I. cover (light duty)the weight of the cover to be notless than 23 kg.

64151 1-19-18-1 1,232.20



11/06/13 10:54 of 169

Rate In (Rs.)


metre500 mm diameter C.I. cover (medium duty) the weight of the cover to be not lessthan 58 kg.

64152 1-19-18-2 2,049.10

metre560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than108 kg.

64153 1-19-18-3 5,217.60

Providing and fixing in position precast R.C.C. manhole cover and frame of required1-19-19

L D- 2.51-19-19-1

metreRectangular shape 600x450mm internal dimensions64154 1-19-19-1-1 1,236.00

metreSquare shape 450mm internal dimensions64155 1-19-19-1-2 1,111.80

metreCircular shape 450mm internal diameter64156 1-19-19-1-3 1,053.10

MD- 101-19-19-2

metreSquare shape 450mm x450mm finternal dimension64157 1-19-19-2-1 1,241.40

metreCircular shape 500mm internal diameter64158 1-19-19-2-2 1,058.50

HD-201-19-19-3

eachCircular shape 560 mm internal diameter64159 1-19-19-3-1 1,120.70

EHD - 351-19-19-4

metreCircular shape 560 mm internal dia.64160 1-19-19-4-1 1,193.90

metreSupplying and fixing C.I. cover 300x300 mm without frame for gully trap (standardpattern) the weight of cover to be not less than 4.5kg

64161 1-19-20 341.00

Making connection of drain or sewer line with existing manhole including breaking1-19-21

cu.mFor pipes 100 to 230 mm diameter64162 1-19-21-1 333.10



Providing sand cast iron drop connection externally for 60 cm drop from branch1-19-22

metre100 mm dia. sand cast iron drop connection64165 1-19-22-1 7,235.20

metre150 mm dia. sand cast iron drop connection64166 1-19-22-2 10,355.60

Extra for depths beyond 60 cm of sand cast iron drop connection complete :1-19-23

metreFor 100 mm dia. sand cast iron drop connection64167 1-19-23-1 2,004.90

metreFor 150 mm dia. sand cast iron drop connection64168 1-19-23-2 3,495.30

Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including1-19-24

cu.m Rectangular manhole 90x80 cm and 45 cm deep64169 1-19-24-1 646.40

cu.mRectangular manhole 120x90 cm and 90 cm deep64170 1-19-24-2 1,133.20

cu.mRectangular arch type manhole 140x90cm and 2.45m deep.64171 1-19-24-3 2,143.90



11/06/13 10:54 of 169

Rate In (Rs.)


cu.mCircular manhole 122 cm diameter and 1.68 m deep.64172 1-19-24-4 1,366.10

Extra for depth of manholes dismantled:1-19-25

metreRectangular manhole 90x80 cm and 45 cm deep64173 1-19-25-1 516.00

metreRectangular manhole 120x90 cm and 90 cm deep64174 1-19-25-2 614.40

cu.m Rectangular arch type manhole 140x90 cm and 2.45m deep (upto 4.25 m depth).64175 1-19-25-3 894.60

cu.mCircular manhole 122 cm diameter and 1.68 m deep (upto 2.29 m depth)64176 1-19-25-4 2,175.10

Raising manhole cover and frame slab to required level including dismantling1-19-26

eachRectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD -2.5

64177 1-19-26-1 1,578.20

eachRectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 1064178 1-19-26-2 2,464.70

eachRectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 2064179 1-19-26-3 2,011.30

eachCircular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 3564180 1-19-26-4 208.60

Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class1-19-27

cu.mWith F.P.S. bricks64181 1-19-27-1 4,610.30

Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks of class1-19-28

cu.mWith F.P.S. Bricks64182 1-19-28-1 6,229.90

Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks of1-19-29

cu.mWith F.P.S. bricks64183 1-19-29-1 9,102.00

Constructing brick masonry chamber for underground C.I. inspection chamber1-19-30

Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or moreinlets :

1-19-30-3

cu.mWith F.P.S. bricks64184 1-19-30-3-1 5,922.30

Constructing brick masonry chamber for underground C.I. inspection chamberand bends with 75 class designation bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions,total weight of cover with frame to be not less than 38 kg (weight of cover 23 kgand weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarsesand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10(1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), insideplastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finishedsmooth with a floating coat of neat cement on walls and bed concrete etc.complete as per standard design :

1-19-30-2

Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or twoinlets

1-19-30-2-2

cu.mWith F.P.S. bricks64185 1-19-30-2-2-1 6,176.40



11/06/13 10:54 of 169

Rate In (Rs.)


Inside dimensions 455x610 mm and 45 cm deep for single pipe line :1-19-30-1

cu.mWith F.P.S. bricks64186 1-19-30-1-1 5,219.40

Extra for depth beyond 45 cm of brick masonry chamber1-19-31

For 455x610 mm size1-19-31-1

metreWith F.P.S. bricks64187 1-19-31-1-1 5,432.80

For 500x700 mm size1-19-31-2


For 600x850 mm size1-19-31-3


Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey1-19-32

Nos.With F.P.S. bricks64190 1-19-32-1 39,211.00

metreConstructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drainpipe 100 mm diameter and 1.20 m long complete as per standard design.

64191 1-19-33 4,775.00

Providing and fixing1-19-34

Nos.150 mm dia64192 1-19-34-2 382.30

Nos.100 mm dia64193 1-19-34-1 264.80

eachProviding and fixing square-mouth S.W. gully trap grade 'A'' completewith C.I. grating brick masonry chamber with water tight C.I. coverwith frame of 300 x300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as perstandard design : 100x100 mm size P type With F.P.S. Bricks class designation 75

64194 1-19-04-1 1,937.00

eachWith Sewer bricks conforming to IS : 4885 each 1,033.35 150 x 100 mm size P type. With F.P.S. bricks class designation 75

64195 1-19-04-2 1,958.60

eachWith sewer bricks conforming to IS : 4885 each 1,060.15 180x150 mm size P type With F.P.S. bricks class designation 75

64196 1-19-04-3 2,551.60

eachWith Sewer bricks conforming to IS : 488564197 1-19-04-4 2,042.20

Specification:



11/06/13 10:54 of 169

Chapter Name Pile Work

Rate In (Rs.)


Providing, driving and installing driven cast-in-situ reinforced cement concrete piles1-20-1

metre400 mm dia piles64198 1-20-1-1 2,508.90





metre1000 mm dia piles.64203 1-20-1-6 11,286.30



Boring, providing and installing bored cast-in-situ reinforced cement concretepilediameter

1-20-2




metre500 mm dia. piles64209 1-20-2-4 4,623.30






Boring, Providing and installing cast in situ single under reamed piles of specified1-20-3





Extra over item No. 20.3 for providing additional bulb in under reamed piles, under1-20-4

each300mm dia piles.64219 1-20-4-1 1,919.40

each400mm dia piles.64220 1-20-4-2 2,380.30

each450 mm dia piles.64221 1-20-4-3 2,671.00

each550 mm dia piles.64222 1-20-4-4 3,052.10



11/06/13 10:54 of 169

Rate In (Rs.)


Providing, driving and installing driven Pre-cast reinforced cement concrete piles1-20-5







Vertical load testing of piles in accordance with IS 2911 (Part IV) includinginstallationof loading platform and preparation of pile head or construction of test cap anddismantling of test cap after test etc. complete as per specification & the directionof Engineer in-charge.

1-20-6

Single pile upto 50 tonne capacity1-20-6-1

per testInitial test.64229 1-20-6-1-1 27,450.90

per testRoutine test64230 1-20-6-1-2 16,189.00

Single pile above 50 tonne and upto 100 tonne capacity1-20-6-2

per testInitial test64231 1-20-6-2-1 38,712.80

per testRoutine test.64232 1-20-6-2-2 25,339.30

Group of two or more piles upto 50 tonne capacity1-20-6-3

per testInitial test64233 1-20-6-3-1 52,790.20

per testRoutine test64234 1-20-6-3-2 32,378.00

Cyclic vertical load testing of pile in accordance with IS Code of practice IS : 2911(part IV) including preparation of pile head etc for.

1-20-7

Single pile.1-20-7-1

per testUpto 50 tonne capacity pile.64235 1-20-7-1-1 16,189.00

per testAbove 50 tonne and upto 100 tonne capacity pile.64236 1-20-7-1-2 25,339.30

Group of two piles.1-20-7-2

per testUpto 50 tonne capacity each .64237 1-20-7-2-1 32,378.00

Lateral load testing of single pile in accordance with IS Code of practice IS : 2911(Part IV) for determining safe allowable lateral load on pile :

1-20-8

per testUpto 50 tonne capacity pile.64238 1-20-8-1 16,189.00

per testAbove 50 tonne and upto 100 tonne capacity pile.64239 1-20-8-2 25,339.30

Specification:



11/06/13 10:54 of 169

Chapter Name Aluminium Work

Rate In (Rs.)


Providing and fixing aluminium work for doors, windows, ventilators and partitions1-21-1

For fixed portion.1-21-1-1

kilogramAnodised aluminium (anodised transparent or dyed to required shade accordingto IS: 1868, Minimum anodic coating of grade AC 15)

64240 1-21-1-1-1 344.50

kilogramPowder coated aluminium (minimum thickness of powder coating 50 micron)64241 1-21-1-1-2 376.60

kilogramPolyester powder coated aluminium (minimum thickness of polyester powdercoating 50 micron)

64242 1-21-1-1-3 384.00

For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including thecost of PVC / neoprene gasket required (Fittings shall be paid for separately).

1-21-1-2

kilogramAnodised aluminium (anodised transparent or dyed to required shade accordingto IS: 1868, Minimum anodic coating of grade AC 15)

64243 1-21-1-2-1 475.40

kilogramPowder coated aluminium (minimum thickness of powder coating 50 micron)64244 1-21-1-2-2 407.90

kilogramPolyester powder coated aluminium (minimum thickness of polyester powdercoating 50 micron).

64245 1-21-1-2-3 411.20

Providing and fixing 12mm thick prelaminated particle board flat pressed three1-21-2

sq.mPre-laminated particle board with decorative lamination on one side and balancinglamination on other side.

64246 1-21-2-1 989.20

sq.mPrelaminated particle board with decorative lamination on both sides.64247 1-21-2-2 1,033.50

Providing and fixing glazing in aluminium door, window, ventilator shutters and1-21-3

sq.mWith float glass panes of 4.0 mm thickness64248 1-21-3-1 811.80

sq.mWith float glass panes of 5.50 mm thickness64249 1-21-3-2 1,065.10

sq.mWith float glass panes of 8 mm thickness64250 1-21-3-3 769.00

Providing and fixing double action hydraulic floor spring of approved brand and1-21-4

eachWith stainless steel cover plate64251 1-21-4-1 1,369.70

eachWith brass cover plate64252 1-21-4-2 1,617.40

kilogramProviding and fixing powder coated aluminium work (minimumthickness of powder coating 50 micron) consisting of tee/ anglesections, of approved make conforming to IS : 733 in frames of falseceiling including aluminium angle cleats with necessary C.P. brass/stainless steel sunk screws, aluminium perimeter angles fixed to wallwith rawl plugs @ 450 mm centre to centre and fixing the frame workto G.I. level adjusting hangers 6 mm dia. with necessary cadmiumplated machine screws all complete as per approved architecturaldrawings and direction of the Engineer-in-charge (level adjustinghangers, ceiling cleats and expansion hold fasteners to be paid forseparately).

64253 1-21-5 472.50



11/06/13 10:54 of 169

Rate In (Rs.)


separately).

eachProviding and fixing 6 mm dia. G.I. level adjusting hangers (upto1200mm length) fixed to roof slabs by means of ceiling cleats madeout of G.I. flat 40x3mm size 60mm long and expansion hold fasteners12.5 mm dia. 40mm long complete as per direction of Engineer -in-charge

64254 1-21-6 93.00

Providing and fixing machine moulded aluminium covering of approved pattern1-21-7

kilogramAnodised aluminium sheet 2.5mm thick (anodised transparent or dyed to requiredshade according to IS: 1868, Minimum anodic coating of grade AC 15)

64255 1-21-7-1 432.30

kilogramPowder coated aluminium sheet 2.5mm thick (minimum thickness of powdercoating 50 micron)

64256 1-21-7-2 464.30

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work1-21-8

metreUpto 5mm depth and 5 mm width64257 1-21-8-1 83.20

Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium1-21-9

kilogramFor fixed portion64258 1-21-9-1 11.70

kilogramFor shutters of doors, windows & ventilators.64259 1-21-9-2 11.70

sq.mProviding and fixing double glazed hermetically sealed glazing in aluminiumwindows, ventilators and partition etc. with 6 mm thick clear float glass both sidehaving 12 mm air gap including providing EPDM gasket, perforated aluminiumspacers, desiccants, silicon sealant (Both primary and secondary sealant) etc. as perspecifications, drawings and direction of Engineer-in-charge complete.

64260 1-21-10 0.00

Providing and fixing stainless steel (SS-304 grade) adjustable friction windows1-21-11

each205X19mm64261 1-21-11-1 217.60

each255X19mm64262 1-21-11-2 465.10

each355X19 mm64263 1-21-11-3 305.60

each510X19mm64264 1-21-11-4 561.30

each710X19mm64265 1-21-11-5 1,018.80

Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick1-21-12

eachAnodized (AC 15 ) aluminium tubular handle bar64266 1-21-12-1 502.00

eachPowder coated minimum thickness 50 micron aluminium tubular handle bar.64267 1-21-12-2 551.80

eachPolyester powder coated minimum thickness 50 micron aluminium tubular handlebar

64268 1-21-12-3 563.30

eachProviding and fixing 100mm brass locks (best make of approvedquality) for aluminium doors including necessary cutting and makinggood etc. complete.

64269 1-21-13 726.60

kilogramProviding and fixing anodised aluminium (anodised transparent ordyed to required shade according to IS: 1868. Minimum anodiccoating of grade AC 15) sub frame work for windows and ventilators awith extruded built up standard tubular sections of approved makeconforming to IS: 733 and IS : 1285 fixed with rawl plugs andstainless steel screws etc.

64270 1-21-14 359.10



11/06/13 10:54 of 169

Rate In (Rs.)


dyed to required shade according to IS: 1868. Minimum anodiccoating of grade AC 15) sub frame work for windows and ventilators awith extruded built up standard tubular sections of approved makeconforming to IS: 733 and IS : 1285 fixed with rawl plugs andstainless steel screws etc.

Providing and fixing aluminium casement windows fastener of required length1-21-15

eachAnodized(AC 15) aluminium64271 1-21-15-1 46.90

eachPowder coated minimum thickness 50 micron aluminium.64272 1-21-15-2 51.60

eachPolyester powder coated minimum thickness 50 micron aluminium64273 1-21-15-3 54.00

Providing and fixing aluminium round shape handle of outer dia 100mm with SS1-21-16

eachAnodized (AC 15 ) aluminium64274 1-21-16-1 56.30

eachPowder coated minimum thickness 50 micron aluminium64275 1-21-16-2 69.20

eachPolyester powder coated minimum thickness 50 micron aluminium64276 1-21-16-3 81.00

Specification:



11/06/13 10:54 of 169

Chapter Name Water Proofing

Rate In (Rs.)


sq.mProviding and laying integral cement based treatment for waterproofing on horizontal surface at all depth below ground level forunder ground structures as directed by Engineer-in-Charge andconsisting of : i) Ist layer of 22mm to 25mm thick approved andspecified rough stone slab over a 25mm thick base of cement mortar1:3 (1 cement : 3 coarse sand) mixed with water proofing compoundconforming to IS:2645 in the recommended proportion over theleveling course (leveling course to be paid separately). Joints sealedand grouted with cement slurry mixed with water proofing compound.ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 coarsesand) mixed with water proofing compound in recommendedproportions. iii) Finishing top with stone aggregate of 10mm to 12mmnominal size spreading @ 8 cudm/sqm thoroughly embedded in the2nd layer.Using rough kota stone.

64277 1-22-1 800.60

sq.mProviding and laying integral cement based treatment for waterproofing on the vertical surface by fixing specified stone slab 22 mm to 25mmthick with cement slurry mixed with water proofing compound conforming toIS:2645 in recommended proportions with a gap of 20mm (minimum) betweenstone slabs and the receiving surfaces and filling the gaps with neat cement slurrymixed with water proofing compound and finishing the exterior of stone slabwith cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat cementpunning mixed with water proofing compound in recommended proportioncomplete at all levels and as directed by Engineer-in-charge : Using rough Kotastone

64278 1-22-2 1,144.60

sq.mProviding and laying water proofing treatment to vertical andhorizontal surfaces of depressed portions of W.C., kitchen and thelike consisting of :i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed withwater proofing compound conforming to IS 2645 inrecommended proportions including rounding off junction ofvertical and horizontal surface.ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarsesand) mixed with water proofing compound in recommendedproportion including rounding off junction of vertical andhorizontal surface.iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 Kg. per sqm of area.iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints ofPVC sheet should be 100 mm wide and pasted to each otherwith bitumen @ 1.7 Kg/sqm.)

64279 1-22-3 354.20

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/expansion joints between two RCC members and fixed tothe reinforcement with binding wire before pouring concrete etc. complete

1-22-4



11/06/13 10:54 of 169

Rate In (Rs.)


metreProviding and Placing in position suitable PVC water stopsconforming to IS:12200 for construction/ expansion joints betweentwo RCC members and fixed to the reinforcement with binding wirebefore pouring concrete etc. complete :Serrated with central bulb (225mm wide, 8-11mm thick).

64280 1-22-4-1 470.20

metreDumb bell with central bulb (180mm wide, 8mm thick).64281 1-22-4-2 436.20

metreKickers (320mm wide, 5mm thick).64282 1-22-4-3 569.40

sq.mProviding and laying water proofing treatment in sunken portion ofWCs, bathroom etc., by applying cement slurry mixed with waterproofing cement compound consisting of applying : a) First layer ofslurry of cement @ 0.488 kg/sqm mixed with water proofing cementcompound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixedwith water proofing cement compound @ 0.126 kg/sqm. This layerwill be allowed to air cure for 4 hours followed with water curing for 48hours. The rate includes preparation of surface, treatment andsealing of all joints, corners, junctions of pipes and masonry withpolymer mixed slurry.

64283 1-22-5 168.70

sq.mProviding and laying water proofing treatment on roofs of slabs by applying cementslurry mixed with water proofing cement compound consisting of applying: a) aftersurface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed withwater proofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibreglass cloth when the first layer is still green. Overlaps of joints of fibre cloth shouldnot be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry ofcement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4hours followed by water curing for 48 hours. The entire treatment will be taken upto30cm on parapet wall and tucked into groove in parapet all around. d) fourth andfinal layer of brick tiling with cement mortarwhich will be paid for separately (forthe purpose of measurement the entire treated surface will be measured)

64284 1-22-6 419.20

sq.mProviding and laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations: a) Applyinga slurry coat of neat cement using 2.75 kg/sqm. of cement admixedwith water proofing compound conforming to IS. 2645 and approvedby Engineer-in-charge over the RCC slab including adjoining wallsupto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mmto 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarsesand) admixed with water proofing compound conforming to IS : 2645and approved by Engineer-in-charge over 20 mm thick layer ofcement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed withwater proofing compound conforming to IS : 2645 and approved byEngineer-in-charge to required slope and treating similarly the adjoiningwalls upto 300 mm height including rounding of junctions ofwalls and slabs c) After two days of proper curing applying a secondcoat of cement slurry using 2.75kg/ sqm of cement admixed withwater proofing compound conforming to IS : 2645 and approved byEngineer-in-charge. d) Finishing the surface with 20 mm thickjointless cement mortar of mix 1:4 (1 cement :4 coarse sand)admixed with water proofing compound conforming to IS : 2645 andapproved by Engineer-in-charge including laying glass fibre cloth ofapproved quality in top layer of plaster and finally finishing the surfacewith trowel with neat cement slurry and making pattern of 300x300mm square 3mm deep. e) The whole terrace so finished shall beflooded with water for a minimum period of two weeks for curing andfor final test. All above operations to be done in order and as directedand specified by the Engineer-in-Charge : With average thickness of 120mm andminimum thicknessat khurra as 65 mm

64285 1-22-7 1,053.70



11/06/13 10:54 of 169

Rate In (Rs.)


walls and slabs c) After two days of proper curing applying a secondcoat of cement slurry using 2.75kg/ sqm of cement admixed withwater proofing compound conforming to IS : 2645 and approved byEngineer-in-charge. d) Finishing the surface with 20 mm thickjointless cement mortar of mix 1:4 (1 cement :4 coarse sand)admixed with water proofing compound conforming to IS : 2645 andapproved by Engineer-in-charge including laying glass fibre cloth ofapproved quality in top layer of plaster and finally finishing the surfacewith trowel with neat cement slurry and making pattern of 300x300mm square 3mm deep. e) The whole terrace so finished shall beflooded with water for a minimum period of two weeks for curing andfor final test. All above operations to be done in order and as directedand specified by the Engineer-in-Charge : With average thickness of 120mm andminimum thicknessat khurra as 65 mm

sq.mProviding and laying four courses water proofing treatment withbitumen felt over roofs consisting of first and third courses of blownbitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kgper square metre of area for each course, second course of roofingfelt type 3 grade-I (hessian based self finished bitumen felt) andfourth and final course of stone grit 6mm and down size or pea-sizedgravel spread at 6 cubic diameter per square metre includingpreparation of surface but excluding grading complete with Bitumen felt (hessianbase) type 3 grade I conforming to IS: 1322

64286 1-22-8 263.40

sq.mProviding and laying six courses water proofing treatment withbitumen felt over roofs consisting of first, third and fifth course ofblown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @1.45, 1.20 and 1.45 Kg per square metre of area respectively, secondand fourth courses of roofing felt type 3 grade I conforming to IS :1322 (Hessian based self finished bitumen felt) conforming to IS :1322 and sixth and final course of stone grit 6 mm and down size orpea sized gravel spread at 6 cubic dm per sqm including preparationof surface but excluding grading, complete.

64287 1-22-9 385.40

sq.mProviding and laying six courses water proofing treatment withbitumen felt over roofs consisting of first, third and fifth courses ofblown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kgper square metre of area respectively, second and fourth courses ofroofing felt type 2 grade I (fibre base self finished bitumen felt) six andfinal courses of stone grit 6mm and down size or pea sized gravelspread at 6cu.dm per sqm including preparation of surface, excludinggrading, compete.

64288 1-22-10 483.40

sq.mProviding and laying six courses water proofing treatment withbitumen felt over roofs consisting of first, third and fifth courses ofblow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kgper square metre of area respectively, second and fourth courses of roofing felt type2 grade II (glass fibre base self finished bitumen felt)and sixth and final course of stone grit 6mm and down size or peasized gravel spread at 6 cubic dm per sqm including preparation ofsurface but excluding grading, complete.

64289 1-22-11 483.40



11/06/13 10:54 of 169

Rate In (Rs.)


2 grade II (glass fibre base self finished bitumen felt)and sixth and final course of stone grit 6mm and down size or peasized gravel spread at 6 cubic dm per sqm including preparation ofsurface but excluding grading, complete.

sq.mSupplying and applying bituminous solution primer on roof and or wallsurface at 0.24 litre per sqm.

64290 1-22-12 23.50

Deduct for omitting in water proofing treatment final course of spreading stonegrit 6mm or down size or pea sized gravel

1-22-13

sq.mDeduct for omitting in water proofing treatment final course ofspreading stone grit 6mm down size or pea sized gravel : At 6 cudm per sqm.

64291 1-22-13-13-1 21.70

sq.mat 8 cudm per sqm.64292 1-22-13-13-2 28.20

Grading roof for water proofing treatment with1-22-14

cu.mGrading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size)

64293 1-22-14-14-1 6,507.40

cu.mCement mortar 1:3 (1 cement : 3 coarse sand)64294 1-22-14-14-2 7,604.10

cu.mCement mortar 1:4 (1cement : 4 coarse sand)64295 1-22-14-14-3 3,088.30

sq.mProviding and laying in situ seven course water proofing treatmentwith APP (Atactic poly-propylene) modified Polymeric memberaneover roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, whichshall consist of blown type bitumen of grade 85/25 conforming to IS :702, 3rd and 5th layers of roofing membrane APP modified Polymericmembrane 1.5mm thick of 2.25 Kg/sqm weight consisting of fivelayers prefabricated with centre core as 20micron HMHDPE filmsandwiched on both sides with polymeric mix and the polymeric mixis protected on both side with 20micron HMHDPE film. 7th, the topmost layer shall be finished with brick tiles of class designation 100grouted with cement mortar 1:3 (1cement:3 fine sand) mixed with 2%integral water proofing compound by weight of cement over a 12mmlayer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neatwhich shall be paid for separately.

64296 1-22-15 453.60

sq.mProviding and laying in situ five course water proofing treatment withAPP (Atactic Polypropylene) modified Polymeric memberane overroof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd& 4th courses of bonding material @ 1.20 Kg/sqm, which shallconsist of blown type bitumen of grade 85/25 conforming to IS : 702,3rd layer of roofing membrane APP modified Polymeric membrane2.0mm thick of 3.00 Kg/sqm weight consisting of five layersprefabricated with centre core as 100micron HMHDPE filmsandwiched on both sides with polymeric mix and the polymeric mixis protected on both side with 20micron HMHDPE film. 5th, the topmost layer shall be finished with brick tiles of class designation 100grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with2% integral water proofing compound by weight of cement over a12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) andfinished neat which shall be paid for separately.

64297 1-22-16 355.40



11/06/13 10:54 of 169

Rate In (Rs.)


most layer shall be finished with brick tiles of class designation 100grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with2% integral water proofing compound by weight of cement over a12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) andfinished neat which shall be paid for separately.

sq.mProviding and laying in situ seven course water proofing treatmentwith APP (Atactic Polypropylene) modified Polymeric memberaneover roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, whichshall consist of blown type bitumen of grade 85/25 conforming to IS :702, 3rd and 5th layers of roofing membrane APP modified Polymericmembrane 2.0mm thick of 3.00 Kg/sqm weight consisting of fivelayers prefabricated with centre core as 100micron HMHDPE filmsandwiched on both sides with polymeric mix and the polymeric mixis protected on both side with 20micron HMHDPE film. 7th, the topmost layer shall be finished with brick tiles of class designation 100grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finishedneat which shall be paid for separately.

64298 1-22-17 603.80

sq.mProviding and fixing APP (Atactic Polypropylene Polymer) modifiedprefabricated five layer 2mm thick water proofing membrance, blackfinished reinforced with glass fibre matt consisting of a coat ofbitumen primer for bitumen membrane @ 0.40 ltr/sq. mtr. by thesame membrance manufacture of density at 25?C, 0.87 - 0.89 kg/ ltrand viscocity 70 - 160 cps. Over the primer coat the layer ofmembrane shall be laid using Butane torch and sealing all joints etc.,and preparing the surface complete. The vital physical and chemicalparameters of the membrane shall be as under : Joint strength inlongitudinal and transverse direction at 23?C as 350/300 N/ 5cm.Tear strength in longitudinal and transverse direction as 60/80N.Softening point of membrane not less than 150?C. Cold flexibility shallbe upto -2?C when tested in accordance with ASTM, D - 5147. Thelaying of membrane shall be got done through the authorisedapplicator of the manufacture of membrane. 2mm (for corrugated roof sheets)

64299 1-22-18 407.70

sq.mProviding and laying APP (Atactic Polypropylene Polymer) modifiedprefabricated five layer, 3mm thick water proofing membrane, blackfinished reinforced with glass fibre matt consisting of a coat ofbitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the samemembrane manufactured of density at 25?C, 0.87 - 0.89 kg/ltr andviscocity 70 - 160 cps. Over the primer coat the layer of membraneshall be laid using butane torch and sealing all joints etc., andpreparing the surface complete. The vital physical and chemicalparameters of the membrane shall be as under : Joint strength inlongitudinal and transverse direction at 23?C as 350/300 N/5cm. Tearstrength in longitudinal and transverse direction as 60/80N. Softeningpoint of membrane not less than 150?C. Cold flexibility shall be upto -2?C when tested in accordance with ASTM, D - 5147. The laying ofmembrane shall be got done through the authorised applicator of themanufacturer of membrane : 3 mm thick

64300 1-22-19 459.30



11/06/13 10:54 of 169

Rate In (Rs.)


point of membrane not less than 150?C. Cold flexibility shall be upto -2?C when tested in accordance with ASTM, D - 5147. The laying ofmembrane shall be got done through the authorised applicator of themanufacturer of membrane : 3 mm thick

sq.mProviding and laying APP (Atactic Polypropylene Polymer)modified prefabricatedfive layer 3mm thick water proofing membrane, blackfinished reinforced with non-woven polyester matt consisting of a coatof bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by thesame membrane manufacture of density at 25?C, 0.87-0.89 kg/ltr andviscocity 70-160 cps. Over the primer coat the layer of membraneshall be laid using Butane Torch and sealing all joints etc., andpreparing the surface complete. The vital physical and chemicalparameters of the membrane shall be as under : Joint strength inlongitudinal and transverse direction at 23?C as 650/450N/5cm. Tearstrength in longitudinal and transverse direction as 300/250N.Softening point of membrane not less than 150?C. Cold flexibility shallbe upto -2?C when tested in accordance with ASTM, D - 5147. Thelaying of membrane shall be got done through the authorisedapplicator of the manufacturer of membrane : 3 mm thick

64301 1-22-20 485.10

sq.mExtra for covering top of membrane with Geotextile, 120gsm nonwoven, 100% polyester of thickness 1 to 1.25mm bonded to themembrane with intermittent touch by heating the membrane byButane Torch as per manufactures recommendation [for Item No.25.19 to 25.21].

64302 1-22-21 78.00

Specification:



11/06/13 10:54 of 169

Chapter Name Horticulture and Landscape

Rate In (Rs.)


cu.mTrenching in ordinary soil up to a depth of 60cm including removaland stacking of serviceable materials and then disposing of byspreading and neatly levelling with in a lead of 50m and making upthe trenched area to proper levels by filling with earth or earth mixedwith sludge or/and manure before and after flooding trench with water(excluding cost of imported earth, sludge or manure).

64303 1-23-1 28.30

cu.mSupplying and stacking of good earth at site including royalty andcarriage up to 1 km (earth measured in stacks will be reduced by20% for payment).

64304 1-23-2 137.10

cu.mSupplying and stacking sludge at site including royalty and carriageup to 1 km (sludge measured in stacks will be reduced by 8% forpayment).

64305 1-23-3 46.90

Supplying and stacking at site dump manure from Badli or other approved source,including carriage upto 1 km manure measured in stacks will be reduced by 8% forpayment)

1-23-4

cu.mScreened through sieve of I.S. designation 20mm64306 1-23-4-4-1 25.70

cu.mScreened through sieve of I.S. designation 16mm64307 1-23-4-04-2 38.80

cu.mScreened through sieve of I.S. designation 4.75mm64308 1-23-4-04-3 49.30

sq.mFine dressing the ground.64309 1-23-7 1.30

sq.mSpreading of sludge, dump manure or/and good earth in requiredthickness (Cost of sludge, dump manure or/ and good earth to bepaid separately).

64310 1-23-8 0.20

sq.mMixing earth and sludge or manure in proportion specified or directed.64311 1-23-9 1.30

Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30days or more till the grass forms a thick lawn free from weeds and fit for mowingincluding supplying good earth if needed (the good earth shall be paid forseparately).

1-23-10

sq.mIn rows 15 cm apart in either direction.64312 1-23-10-1 2.00

sq.mIn rows 7.5 cm apart in either direction.64313 1-23-10-2 4.20

sq.mIn rows 5 cm apart in either direction.64314 1-23-10-3 4.80

sq.mRenovating lawns including weeding, cheeling the grass, forking the ground, topdressing with sludge or manure, mixing the same with forked soil, watering andmaintaining the lawn for 30 days or more till the grass forms a thick lawn free fromweeds and fit for mowing and disposal of rubbish as directed, including supplyinggood earth if needed but excluding the cost of sludge or manure (the good earth shallbe paid for separately).

64315 1-23-11 20.20

cu.mPreparation of beds for hedging and shrubbery by excavating 60cmdeep and trenching the excavated base to a further depth of 30cm,refilling the excavated earth after breaking clods and mixing withsludge or manure in the ratio of 8:1 (8 parts of stacked volume ofearth after reduction by 20% : one part of stacked volume of sludgeor manure after reduction by 8%), flooding with water, filling withearth if necessary, watering and finally fine dressing, leveling etc.including stacking and disposal of materials declared unserviceableand surplus earth by spreading and leveling as directed, within a leadof 50m lift up to 1.5 m complete (cost of sludge, manure or extraearth to be paid for separately).

64316 1-23-13 79.90



11/06/13 10:54 of 169

Rate In (Rs.)


refilling the excavated earth after breaking clods and mixing withsludge or manure in the ratio of 8:1 (8 parts of stacked volume ofearth after reduction by 20% : one part of stacked volume of sludgeor manure after reduction by 8%), flooding with water, filling withearth if necessary, watering and finally fine dressing, leveling etc.including stacking and disposal of materials declared unserviceableand surplus earth by spreading and leveling as directed, within a leadof 50m lift up to 1.5 m complete (cost of sludge, manure or extraearth to be paid for separately).

Digging holes in ordinary soil and refilling the same with the excavated earth mixedwith manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume ofearth after reduction by 20% : 1 part of stacked volume of manure after reduction by8%) flooding with water, dressing including removal of rubbish and surplus earth, ifany with all leads and lifts (cost of manure, sludge or extra good earth if needed tobe paid for separately)

1-23-14

eachHoles 1.2 m dia and 1.2 m deep.64317 1-23-14-14-1 289.80

eachHoles 60 cm dia, and 60 cm deep.64318 1-23-14-14-2 244.20

eachHalf brick circular tree guard in 50 class designation bricks, internaldiameter 1.25 metre and height 1.2 metre above ground and 0.20 mbelow ground bottom two courses laid dry and top three courses incement mortar 1:6 (1 cement : 6 fine sand) and the intermediatecourses being in dry honey comb masonry as per design complete: With F.P.S. Bricks

64319 1-23-15 815.60

eachProviding and fixing M.S. flat iron tree guard 60cm dia. and 2m heightabove ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mmvertical M.S. flats rivetted to 3 nos. 25x6mm M.S. flat iron rings in twohalves, bolted together with 8mm dia. and 30mm long bolts includingpainting two coats with paint of approved brand and manufactureover a coat of priming, complete in all respects.

64320 1-23-16 3,281.10

Making tree guard 53 cm dia. and 1.3 m high as per design from empty coal tardrums supplied free by the department including providing and fixing 2 nos. M.S.sheet rings 50 x 0.5 mm with rivets complete in all respects including painting insideand outside of tree guard with

1-23-17

eachA coat of coal tar.64321 1-23-17-1 205.00

eachTwo or more coats of synthetic enamel paint ofapproved quality shade over a priming coat.

64322 1-23-17-2 416.90

Making tree guard 53 cm dia. and 2 m high as per design from empty coal tardrums supplied free by the department including providing and fixing four legs 40cm long of 30 x 3 mm M.S. flat riveted to tree guard and providing and fixing 2 nos.M.S. sheet rings 50 x 0.5 mm with rivets complete in all respects including paintinginside and outside of tree guard with

1-23-18

eachA coat of coal tar.64323 1-23-18-1 418.50



11/06/13 10:54 of 169

Rate In (Rs.)


eachTwo or more coats of synthetic enamel paint ofapproved quality and shade over a priming coat.

64324 1-23-18-2 817.10

Edging with bricks laid dry length wise including excavation, refilling, consolidatingwith hand packing and spreading neatly surplus earth within a lead of 50 m

1-23-19

75 class designation1-23-19-1

metreF.P.S. Bricks64325 1-23-19-1-1 59.50

50 designation1-23-19-2

metreF.P.S. bricks.64326 1-23-19-2-1 19.00

cu.mFilling mixture of earth and sludge or manure in the desiredproportion in trenches, flooding with water and leveling (cost ofsupplying earth and sludge or manure and mixing excluded).

64327 1-23-20 6.60

cu.mExcavation in dumped stones or malba including stacking ofserviceable and unserviceable material separately and disposal ofunserviceable material lead up to 50 m and lift up to 1.5 m disposedmaterial to be neatly dressed.

64328 1-23-21 183.50

cu.mExcavation in bajri path including stacking of serviceable andunserviceable material lead up to 50 m and lift up to 1.5 m disposedmaterial to be neatly dressed.

64329 1-23-22 204.50

cu.mExcavation in water bound macadam road including stacking theserviceable and unserviceable material separately and disposal ofunserviceable material lead up to 50 m and lift up to 1.5 m disposedmaterial to be neatly dressed.

64330 1-23-23 251.60

sq.mFlodding the ground with water including making kiaries and dismantling the same.64331 1-23-24 1.10

sq.mRough dressing the trenched ground including breaking clods.64332 1-23-5 0.50

sq.mUprooting weeds from the trenched area after 10 to 15 days of its flooding withwater including disposal of uprooted vegetation.

64333 1-23-6 1.80

sq.mSupplying and laying of grass selection 1 or equivalent including laying of grass,screening of earth, excavation of field upto 30cm depth and screening the excavatedearth, including disposal of waste material and refilling by good earth with sand andmanure complete as per direction of Engineer-in-Charge for proper completion ofthe work.

64334 1-23-7 251.30

Specification:



11/06/13 10:54 of 169

Chapter Name Rain Water Harvesting and Tube Wells

Rate In (Rs.)


Boring / drilling bore well of required dia for casing / strainer pipe, by suitablemethod prescribed in IS : 2008 (part I), including collecting samples from strata,preparing and submitting strata chart/bore log, including hire & running charges ofall equipments, tools plants & machineries required for the job ,all complete as perdirection of Engineer-in-charge, upto 90 metre depth below ground level.

1-24-1

All type of soil1-24-1-1

metre300 mm dia67559 1-24-1-1-1 421.20

metre350 mm dia67560 1-24-1-1-2 460.70

metre400 mm dia67561 1-24-1-1-3 589.70

Rocky strata including Boulders1-24-1-2

metre300 mm dia67562 1-24-1-2-1 803.70

metre350 mm dia67563 1-24-1-2-2 950.10

metre400 mm dia67564 1-24-1-2-3 1,044.00

Boring/ drilling well of required dia for casing/strainer pipe, by suitable methodprescribed in IS : 2800 (part I), including collecting samples from different strata,preparing and submitting strata chart/bore log, including hire & running charges ofall equipments, tools, plants & machineries requires for the job, all complete as perdirection of Engineer-in-charge, beyond 90 metre & upto 150 metre depth belowground level.

1-24-2

All type of soil1-24-2-1

metre300 mm dia67565 1-24-2-1-1 491.40

metre350 mm dia67566 1-24-2-1-2 546.00

metre400 mm dia67567 1-24-2-1-3 737.10

Rocky strata including Boulders1-24-2-2

metre300 mm dia67568 1-24-2-2-1 971.20

metre350 mm dia67569 1-24-2-2-2 977.40

metre400 mm dia67570 1-24-2-2-3 1,241.30

Supplying , assembling, lowering and fixing on vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming toIS : 12818, including required hire and labour charges, fitting & accessories etc. allcomplete , for all depths, as per direction of Engineer-in-charge.

1-24-3

metre100 mm nominal size dia.67571 1-24-3-1 1.30

metre150 mm nominal size dia67572 1-24-3-2 269.30




11/06/13 10:54 of 169

Rate In (Rs.)


Supplying , assembling lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMC) pipes with ribs, conforming to IS :12818, including hire & labour charges, fittings & accessories etc. all complete, forall depths, as per direction of Engineer-in-charge.

1-24-4




cu.mSupplying , filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,in recharge pit, in the required thickness, for all leads & lifts, all complete as perdirection of Engineer-in-charge.

67577 1-24-5 65.80

cu.mSupplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in therecharge pit, over the existing layer of boulders, in required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge.

67578 1-24-6 65.80

cu.mSupplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mmin recharge pit, in required thickness over gravel layer, for all leads & lifts, allcomplete as per direction of Engineer-in-charge.

67579 1-24-7 65.80

cu.mGravel packing in tubewell construction in accordance wirh IS: 4097, includingproviding gravel fine/medium/coarse, in required grading & sizes as per actualrequirment, all complete as per direction of Engineer-in-charge.

67580 1-24-8 77.80

Nos.Providing and fixing factory made precast RCC perforated drain covers, havingconcrete of strength not less than M-25, of size 1000x450x50 mm, reinforced wirh 8mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, includingproviding 50 mm dia perforations @ 10 to 125 mm c/c, including providing edgebinding with M.S. flats of size 50 mmx 1.6 mm complete, all as per direction ofEngineer-in-charge.

67581 1-24-9 15.00

Supplying, assembling, lowering and fixing in vertical position in bone well, ERW(Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain endedcasing pipes of requried dia, conforming to IS: 4270, of reputed & approved make,including painted with outside surface wirh two coats of anticorrosive paint ofapproved brand and manufacture, including required hire & labour charges, fittings& accessories, all complete, for all depths, as per direction of Engineer-in-charge.

1-24-10

metre100 mm nominal size dia having minimum wall thickness 5.00 mm67582 1-24-10-1 609.10



Supplying , assembling, lowering and fixing in vertical position in hole well, ERW(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm)mid steel threaded and socketed / plain bevel ended pipe (type A) of required dia,conforming to IS :8110, of reputed and approved make, having wall thickness notless than 5.40 mm, including painted with outside surface with two coats ofanticorrosive bitumestic paint of approved brand and manufacture, including hire &labour charges, fittings & accessories , all complete , for all depths, as per directionof Engineer-in-charge.

1-24-11



11/06/13 10:54 of 169

Rate In (Rs.)


of Engineer-in-charge.




hoursDevlopment of tube well in according with IS : 2800 (part I) and IS :11189, toestablishment maximum rate of usable water yield without sand content (beyondpermission limit), with required capacity air compressor, running the compressor forrequired time till well is fully developed, measuring yield of well by "V" notchmethod or any other approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting teasted in approvedlaboratory, i/c disinfection of tubewell all complete including hire & labour chargesof air compressor tools & accessories etc. all as per requirement and direction ofEngineer-in-charge.

67588 1-24-12 306.20

Providing and fixing suitable size threaded mild steel cap or spot welded plate to thetop of bore well housing / casing pipe, removable as per requirement all completefor borewell of :-

1-24-13

each100 mm dia67589 1-24-13-1 0.00

each150 mm dia67590 1-24-13-2 0.00

each200 mm dia67591 1-24-13-3 0.00

Providing and fixing M.S. clamp of required dia to the top casing / housing pipe oftubewell as per IS : 2800 (part I) , including necessary bolts & nuts of required sizecomplete.

1-24-14

each100 mm clamp67592 1-24-14 -1 25.00

each150 mm clamp67593 1-24-14 -2 30.00

each200 mm clamp67594 1-24-14 -3 30.00

Providing and fixing Bail plug / Bottom plug of required dia to the bottom of pipeassembly of tubewell as per IS : 2800 (part I).

1-24-15

Nos.100 mm dia67595 1-24-15-1 5.00

Nos.150 mm dia67596 1-24-15-2 5.00

Nos.200 mm dia67597 1-24-15-3 5.00

Specification:



11/06/13 10:54 of 169

Chapter Name Conservation of Heritage Buildings

Rate In (Rs.)


sq.mRaking out joints of stone masonry surface to the required width and depth, with duecare and precaution by mechanical / manual means, including preparing andcleaning the surface for re-pointing/ reffiling of joints, including disposal of rubbishto the dumping ground within 50 metre lead.

67598 1-25-1 177.70

sq.mProviding and fixing double scaffolding system (cup lock type) on the exterior sideof building / structure, upto 25 metre height above ground level, including additionalrow of scaffolding in stepped manner as per requirement of site, made with 40 mmdia M.S. tube, placed 1.5 metre centre, horizontal & vertical tubes joint with cup &lock system with M.S. tubes, M.S. tubes challis, M.S. clamps and staircases systemin the scaffolding for working platform etc. and maintaining it in a serviceablecondition for execution of work of cleaning and / or pointing and / or applyingchemical and removing it thereafter. The scaffolding system shall be stiffened withbracings, runners, connecting with the building etc. wherever required if feasible forinspection of wor k at required location with essential safety features for thewoekmen etc. complete as per directions and approval of Engineer-in-charge.Note :- (1) The ekevational area of the scaffolding shall be measured for paymentpurpose .(2) The payment will be made once only for execution of all items of suchworks.

67599 1-25-2 81.30

sq.mCleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil,algae, fungus, monkey beats, vegetable growth etc. including providing,applyingand washing he surface with liquid Ammonia Chemical of 5% solution and otherchemical cleaning agent as approved by Archaeological Survey of India /Engineer-in-charge, of approved brand and manufacturer, with the help of required,without causing with machine operated water jet mixed with desired quantity of finesilca where ever required, without causing any scratching / damage to the stonesurface and finally washing the surface with clean water with the help of pressure jetmachine, complete in all respect including taking all precautions to safeguardventilators, windows, doors etc. by suitable covering so as to avoid any damage tothe buikding / structure, all as per direction of Engineer-in-charge (The rate ismaterials & labours involved except scaffolding).

67600 1-25-3 603.00

sq.mProviding and applying antifungal wash treatment using 3% solution of sodiumpentachlorophenate of reputed brand and manufacture, on cleaned sand stonesurface at desired locations as per direction of Engineer-in-charge (The rate isinclusive of all materials & labours involved except scaffolding).

67601 1-25-4 22.00

sq.mRuled / Flush pointing in Red Sand stone masonary surface with lime, surkhi andmarble dust mortar in the ratio of 1:1.5:1/2 (One lime 1.5 surkhi (50% red and 50%light yellow surkhi) : 1/2 marble dust). (The rate is inclusive of all materials &labours involved except scaffolding).

67602 1-25-5 1,041.40

sq.mRuled / Flush pointing in White Sand stone masonary surface with lime, surkhi andmarble dust mortar in the ration of 1:1.5>1/2 (one lime 1.5 surkhi (15% dark red and85% light yellow surkhi) :1/2 marble dust). (The rate is inclusive of all materials &labours involved except scaffolding ).

67603 1-25-6 104.10



11/06/13 10:54 of 169

Rate In (Rs.)


sq.mApplying two or more coat of Ethyl Silicate chemical as approved byArchaeological Survey of India / Engineer-in-charge, of approved brand andmanufacuturer, with brush or spray on the existing stone masonry surface till there isno further absorption of chemical by stone surface, including protecting the appliedsurface from direct sunlight by suitable means during application all complete as perdirection of the Engineer-in-charge (The rate is inclusive of all materials & laboursinvolved except scaffolding).

67604 1-25-7 97.10

sq.mApplying breathable, non-reactive,antifungal,and water repellant Sillance/ Siloxancechemical as approved by Archaeological Survey of India/ Engineer-in-charge , ofapproved brand and manufacture,diluted with solvent mineral Turentiane oil in theratio of 1:12 (One part of approved chemical : 12 Part of Turpentine oil), on theexisting sand stone masonry surface, all complete as per direction of Engineer-incharge (The rate is inclusive of all materials & labours involved except scaffolding).

67605 1-25-8 13.30

Specification:



11/06/13 10:54 of 169

Chapter Name Other Items

Rate In (Rs.)


Water based bio-degradable protek epoxy polymide chemical on roof for waterproofing treatment

1-26-1

sq.mSupplying and applying of water based bio-degradable protek epoxy polymidechemical on roof for water proofing treatment in three layers over 20mm thickcement plaster laid in 1:3 cement and coarse sand mortar including all labour,material, T&P etc.The rate also includes addition of synthetic polyster triangularfibre of length 6mm, by using 125 gms of synthetic polyster triangular fibre per 50kg cement used as per directions of engineer in charge.

67555 1-26-1-1 1,015.40

sq.mSupplying and applying of water based bio-degradable protek epoxy polymidechemical on roof for water proofing treatment in three layers over 12mm thickcement plaster laid in 1:6 cement and coarse sand mortar including all labour,material, T&P etc.The rate also includes addition of synthetic polyster triangularfibre of length 6mm, by using 125 gms of synthetic polyster triangular fibre per 50kg cement used as per directions of engineer in charge.

67556 1-26-1-2 869.30

sq.mDiluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with1% concentration), at the rate of one litre per hole at 300 mm c/c to all thehorizontal and vertical surfaces of the excavations made for the foundation of thebuilding, soil under floors, apron, back fill material and along all the faces of thewalls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost ofchemical emulsion) as per IS:6313 Part-II.(Plinth area of Building shall be measured for Payment).

67557 1-26-2 222.10

cu.mExtra for vaccum dewatering in fresh concrete work, including levelling with screedvibrator, removing excess water through vaccum pump with bottom and top filtermats, duly sealing the edges al round, finishing with power floater and broomingwith wire brush etc., complete as per specifications and directions of theEngineer-in-Charge.(The panel shuttering work shall be paid separately).The ratesare for one cum of concrete.

67558 1-26-3 171.00

Specification:



11/06/13 10:54 of 169

DSR REPORT

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