activereport.arcacheitem

DSR REPORT

Name Building Works Based On CPWD skeleton

Rate Card Block 24 Jaunpur (TEHRI) Effective Date 01/06/2011

Year 2011-2012

Chapter Name BUILDING WORK

Rate In (Rs.)

UnitItem Description Rate

Carriage of Material1-A

Earth Work1-2

Earth work in surface excavation not exceeding 30 cm in depth butexceeding 1.5 m inwidth as well as 10 sqm on plan including disposal of excavatedearth upto 50 m and liftupto 1.5 m, disposed soil to be levelled and neatly dressed

1-2-1

sq.mAll kind of soils23502 1-2-1-1 21.30

Earth work in rough excavation, banking excavated earth in layersnot exceeding 20cm in depth, breaking clods watering, rolling each layer with ½tonne roller or woodenor steel rammers, and rolling every 3rd and top-most layer withpower roller of minimum8 tonnes and dressing up in embankments for roads, flood banks,marginal banks andguide banks or filling up ground depressions, lead upto 50 m andlift upto 1.5 m :

1-2-2

cu.mAll Kinds of soil23503 1-2-2-1 162.30

Banking excavated earth in layers not exceeding 20 cm. in depth,breaking clods,watering, rolling each layer with ½ tonne roller, or wooden or steelrammers, and rollingevery 3rd and top-most layer with power roller of minimum 8tonnes and dressing up, inembankments for roads, flood banks, marginal banks, and guidebanks etc., lead upto50 m and lift upto 1.5 m.

1-2-3

cu.mBanking excavated earth in layers not exceeding 20 cm. indepth,breaking clods, watering, rolling each layer with ? tonneroller, orwooden or steel rammers, and rolling every 3rd and top-mostlayerwith power roller of minimum 8 tonnes and dressing up, inembankments for roads, flood banks, marginal banks, andguidebanks etc., lead upto 50 m and lift upto 1.5 m.

23504 1-2-3-1 102.50

Building Works Based On CPWD skeleton -2011-2012 - 01/06/2011 - 1

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Rate In (Rs.)


roller, orwooden or steel rammers, and rolling every 3rd and top-mostlayerwith power roller of minimum 8 tonnes and dressing up, inembankments for roads, flood banks, marginal banks, andguidebanks etc., lead upto 50 m and lift upto 1.5 m.

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

23505 1-2-4 2.20

cu.mDeduct for not watering the excavated earth for banking23506 1-2-5 6.50

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

1-2-6

cu.mExcavation in all kinds of soil23507 1-2-6-1 130.70

Earth work in excavation/ by mechanical means (HydraulicExcavator)/ manual meansover areas (exceeding 30 cm in depth, 1.5m in width as well as-10sqm 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 rock23508 1-2-7-1 229.40

cu.mHard rock (requiring blasting)23509 1-2-7-2 439.40

cu.mHard rock (blasting prohibited)23510 1-2-7-3 482.30

Earth work in excavation by mechanical means (HydraulicExcavator )/ manual meansin foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5m, including gettingout the excavated soil and disposal of surplus excavated soil asdirected, within a leadof 50 m.

1-2-8

cu.mAll kinds of soil.23511 1-2-8-1 132.30

Excavation work by mechanical means (Hydraulic Excavator)/manual means infoundation trenches or drains not exceeding 1.5 m in width or 10sqm on plan includingdressing 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 of 50m.

1-2-9


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Rate In (Rs.)


foundation trenches or drains not exceeding 1.5 m in width or 10sqm on plan includingdressing 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 of 50m.

cu.mOrdinary rock23512 1-2-9-1 240.30

cu.mHard rock (requiring blasting)23513 1-2-9-2 483.30

cu.mHard rock (blasting prohibited)23514 1-2-9-3 489.80

Excavating trenches of required width for pipes, cables, etcincluding excavation forsockets and dressing of sides, ramming of bottoms, depth upto 1.5m including gettingout the excavated soil and then returning the soil as required, inlayers not exceeding 20cm in depth including consolidating each deposited layer byramming, watering, etc.and disposing of surplus excavated soil as directed, within a leadof 50 m :

1-2-10

All kinds of soil1-2-10-1

metrePipes, cables etc, not exceeding 80 mm dia.23515 1-2-10-1-1 84.90

metrePipes, cables etc. exceeding 80 mm dia. but not exceeding 300mm dia.

23516 1-2-10-1-2 138.70

metrePipes, cables etc. exceeding 300 mm dia but not exceeding 600mm.

23517 1-2-10-1-3 216.50

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

23518 1-2-11 182.50

metreExtra for excavating trenches for pipes, cables, etc, in allkinds ofsoil for depth exceeding 3 m in depth, but not exceeding4.5 m.(Rate is over corresponding basic item for depth upto 1.5 metre.)

23519 1-2-12 468.60

Excavating trenches of required width for pipes, cables, etc,including excavation forsockets, depth upto 1.5 m including getting out the excavatedmaterials, returning thesoil as required in layers not exceeding 20 cm in depth includingconsolidating eachdeposited layers by ramming, watering etc. stacking serviceablematerial formeasurements and disposal of unserviceable material as directed,within a lead of 50m :

1-2-13


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Rate In (Rs.)


deposited layers by ramming, watering etc. stacking serviceablematerial formeasurements and disposal of unserviceable material as directed,within a lead of 50m :

Ordinary rock1-2-13-1

metrePipes, cables etc. not exceeding 80 mm dia.23520 1-2-13-1-1 137.70


23521 1-2-13-1-2 341.10

metrePipes, cables exceeding 300 mm dia but not exceeding 600mmdia

23522 1-2-13-1-3 392.50

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



23524 1-2-13-2-2 626.50

metrePipes, cables etc. exceeding 300 mm dia but not exceeding600mm dia.

23525 1-2-13-2-3 721.00

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



23527 1-2-13-3-2 634.10

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

23528 1-2-13-3-3 729.70

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

23529 1-2-14 1,256.40

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

23530 1-2-15 1,563.20

Close timbering in trenches including strutting, shoring andpacking cavities(wherever required) complete. (Measurements to be taken of theface area timbered).

1-2-16

sq.mDepth not exceeding 1.5 m.23531 1-2-16-1 801.90

sq.mDepth exceeding 1.5 m but not exceeding 3 m.23532 1-2-16-2 805.30


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Rate In (Rs.)


sq.mDepth exceeding 3 m but not exceeding 4.5 m.23533 1-2-16-3 87.70

Close timbering in case of shafts, wells, cesspits, manholes andthe 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 andpacking, cavities(wherever required) etc. complete. (Measurements to be taken ofthe face areatimbered):

1-2-18




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

23540 1-2-19 1,137.50

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

1-2-20



sq.mDepth exceeding 3 m but not exceeding 4.5 m23543 1-2-20-3 48.10

Open timbering in case of shafts, wells, cesspits, manholes and thelike includingstrutting and shoring complete (Measurements to be taken of theface 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


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Rate In (Rs.)


complete.(Measurements to be taken of the face area timbered)




sq.mExtra for planking and strutting in open timbering if required to beleftpermanently in position. (Face area of the timber permanently lefttobe measured).

23550 1-2-23 571.40

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

1-2-24

metreIn or under water and/ or liquid mud, including pumping out wateras required.

23551 1-2-24-1 0.00

metreIn or under foul position, including pumping out water asrequired.

23552 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 indepth,consolidating each deposited layer by ramming and watering,leadup to 50 m and lift upto 1.5 m.

23553 1-2-25 47.40

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

cu.mAll kinds of soil.23554 1-2-26-1 19.60

cu.mOrdinary or hard rock.23555 1-2-26-2 35.20

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

23556 1-2-27 826.50

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

1-2-28

sq.mAll kinds of soil.23557 1-2-28-1 526.70

Ploughing the existing ground to a depth of 15 cm to 25 cm andwatering the same.

1-2-29


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Rate In (Rs.)


sq.mAll kinds of soil.23558 1-2-29-1 525.10

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

1-2-30

eachAll kinds of soil.23559 1-2-30-1 69.30

eachOrdinary rock23560 1-2-30-30-2 122.00

eachHard rock (requiring blasting)23561 1-2-30-30-3 260.40

eachHard rock (requiring blasting)23562 1-2-30-30-4 263.70

sq.mClearing jungle including uprooting of rank vegetation, grass,brush wood, trees and saplings of girth upto 30 cm measured at aheight of 1 m above ground level and removal of rubbish upto adistance of 50 m outside the periphery of the area cleared.

23563 1-2-31 271.40

sq.mClearing grass and removal of the rubbish upto a distance of 50 moutside the periphery of the area cleared.

23564 1-2-32 139.90

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

1-2-33

eachBeyond 30 cm girth upto and including 60 cm girth23565 1-2-33-1 84.60

eachBeyond 60 cm girth upto and including 120 cm girth23566 1-2-33-2 371.10

eachBeyond 120 cm girth upto and including 240 cm girth23567 1-2-33-3 1,707.70

eachAbove 240 cm girth23568 1-2-33-4 3,430.40

Supplying chemical emulsion in sealed containers includingdelivery as specified.

1-2-34

litreChlorpyriphos/Lindane emulsifiable concentrate of 20%23569 1-2-34-1 209.10

Diluting and injecting chemical emulsion forPOST-CONSTRUCTIONAL anti-termitetreatment (including the cost of chemical emulsion).

1-2-35

Along external wall where the apron is not provided using chemicalemulsion @7.5 litres / sqm of the vertical surface of the substructure to adepth of 300 mmincluding excavation channel along the wall & rodding etc.complete

1-2-35-1


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Rate In (Rs.)


including excavation channel along the wall & rodding etc.complete

metreWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.23570 1-2-35-1-1 33.30

Along the external wall below concrete or masonry apron usingchemical emulsion@ 2.25 litres per linear metre including drilling and plugging holesetc.

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 andplugging withcement mortar 1 :2 (1 cement : 2 Coarse sand) to match theexisting floor

1-2-35-3

sq.mWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.23572 1-2-35-3-1 174.90

Treatment of existing masonry using chemical emulsion @ one litreper hole at300 mm interval including drilling holes at 45 degree and pluggingthem with cementmortar 1:2 (1 cement: 2 coarse sand) to the full depth of the hole

1-2-35-4


Diluting and injecting chemical emulsion forPOST-CONSTRUCTIONAL anti-termitetreatment (excluding the cost of chemical emulsion)

1-2-35-5

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

23574 1-2-35-5-1 133.80

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

23575 1-2-36 14.40

Mortars1-3

cu.mCement Mortar 1:1 (1 cement : 1 fine sand)23576 1-3-1 6,519.40

cu.mCement mortar 1:2 (1 cement : 2 fine sand).23577 1-3-2 4,723.10




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Rate In (Rs.)




cu.mCement mortar 1:2 (1 cement : 2 coarse sand).23582 1-3-7 4,770.60





cu.mCement mortar 1:2 (1 cement : 2 stone dust).23587 1-3-12 5,244.90

cu.mCement mortar 1:2 (1 cement : 2 marble dust).23588 1-3-13 4,836.40

cu.mCement mortar 1:5 (1 cement : 5 marble dust).23589 1-3-14 2,801.90

cu.mWhite cement mortar 1:2 (1 white cement : 2 marble dust).23590 1-3-15 9,147.60



cu.mMud mortar23593 1-3-18 337.90

Concrete Work1-4

Providing and laying in position cement concrete of specified gradeexcluding 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 toplinthlevel :1:1:2 (1 Cement : 1 coarse sand : 2 graded stoneaggregate 20 mm nominal size)

23594 1-4-1-1 6,357.30

cu.m1:1:3 (1 Cement:1 coarse sand: 3 graded stone aggregate 20mm nominal size).

23595 1-4-1-2 4,961.10

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

23596 1-4-1-3 4,498.80

cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 40 mm nominal size).

23597 1-4-1-4 4,037.10


23598 1-4-1-5 3,930.80


23599 1-4-1-6 3,343.20


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Rate In (Rs.)


cu.m1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate40 mm nominal size).

23600 1-4-1-7 4,213.70


23601 1-4-1-8 3,379.70

cu.m1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mmnominal size)

23602 1-4-1-9 3,352.40

cu.m1:5:10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size)

23603 1-4-1-10 2,741.30

cu.m1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size)

23604 1-4-1-11 2,707.70

cu.m1:2:3:9 (1 ordinary portland cement : 2 Fly ash : 3 coarsesand : 9 graded stone aggregate 40 mm nominalsize).

23605 1-4-1-12 3,052.50

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

23606 1-4-1-13 2,759.50

Providing and laying cement concrete in retaining walls, returnwalls (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 costof centring,shuttering and finishing

1-4-2

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

23607 1-4-2-1 6,361.00

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

23608 1-4-2-2 5,318.20


23609 1-4-2-3 4,855.90

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

23610 1-4-2-4 4,394.20


23611 1-4-2-5 4,287.90


23612 1-4-2-6 3,700.20

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

23613 1-4-2-7 4,043.90


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Rate In (Rs.)


Centering shuttering including struttings, propping etc. andremoval of form workfor

1-4-3

sq.mFoundations, footings, bases for columns.23614 1-4-3-1 146.30

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

23615 1-4-3-2 228.40

sq.mColumns, piers, abutments, pillars, posts and struts.23616 1-4-3-3 296.20

Providing and laying cement concrete in kerbs, steps and the likeat 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 20mm nominal size).

23617 1-4-4-1 4,498.80

cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

23618 1-4-4-2 3,930.80

Providing and fixing upto floor five level precast cement concretestring or lacingcourses, copings, bed plates, anchor blocks, plain window sills,shelves, louvers,steps, stair cases, etc. including hoisting and setting in positionwith 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 finesand)

1-4-5

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size).

23619 1-4-5-1 2,196.50


23620 1-4-5-2 2,628.30

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

1-4-6

cu.m1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate20mm nominal size).

23621 1-4-6-1 2,699.30


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Rate In (Rs.)


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

1-4-7

cu.m1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate20mm nominal size).

23622 1-4-7-1 3,841.30


23623 1-4-7-2 3,968.50

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

1-4-8

cu.m1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mmnominal size).

23624 1-4-8-1 6,043.90

cu.m1:3:6 (1 Cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).

23625 1-4-8-2 2,232.20

eachPrecasting and placing in position 125 mm dia Bollards 600 mmhighof required shape including providing M.S. Pipe Sleeve 50mm dia300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mmlong with 150x150x6mm M.S. plate welded at bottom andembedded150mm in cement concrete 1:3:6 (1 Cement : 3 coarsesand : 6graded stone aggregate 20 mm nominal size) includingnecessaryexcavation of size 250x250x450mm deep for the same inbitumen/concrete pavement at specified spacing.

23626 1-4-9 388.00

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

23627 1-4-10 205.60


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Rate In (Rs.)


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

23628 1-4-11 252.20

kilogram

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

23629 1-4-12 32.90

sq.mApplying a coat of residual petroleum bitumen of penetration80/100of approved quality using 1.7kg per square metre on dampproofcourse after cleaning the surface with brushes and finallywith apiece of cloth lightly soaked in kerosene oil.

23630 1-4-13 95.30

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

23631 1-4-14 242.30

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

23632 1-4-15 209.90

cu.mExtra for laying concrete in or under foul positions23633 1-4-16 77.30

sq.mMaking plinth protection 50mm thick of cement concrete1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mmnominalsize) over 75mm bed by dry brick ballast 40mm nominalsize wellrammed and consolidated and grouted with fine sandincludingfinishing the top smooth

23634 1-4-17 337.50

kilogram

Extra for addition of synthetic polyster triangular fibre of length12mm, effective diameter of 10-40 microns and specific gravity of1.34 to 1.40 in cement concrete/RCC/Flooring/Water retainingstructure by using 125 gms of synthetic polyster triangular fibrefor 50 kg cement used as per directions of engineer in charge.(Rates are for per kg of cement)

23635 1-4-18 1.10

Reinforced Cement Concrete Work1-5

Providing and laying in position specified grade of reinforcedcement concrete excluding 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 20mm nominal size).

23636 1-5-1-1 6,471.20


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Rate In (Rs.)


mm nominal size).

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

23637 1-5-1-2 5,075.00

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

23638 1-5-1-3 4,612.60

Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. uptofloor 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 20mm nominal size)

23639 1-5-2-1 6,856.00

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

23640 1-5-2-2 5,459.80

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

23641 1-5-2-3 4,997.40

cu.mReinforced cement concrete work in beams, suspendedfloors,roofs having slope up to 15 degree landings, balconies,shelves,chajjas, lintels, bands, plain window sills, staircases andspiralstair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement with 1:2:4 (1cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size).

23642 1-5-3 4,957.40

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).

23643 1-5-4 4,762.60

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).

23644 1-5-5 4,848.50

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 : 4gradedstone aggregate 20 mm nominal size).

23645 1-5-6 5,039.40


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Rate In (Rs.)


gradedstone aggregate 20 mm nominal size).

cu.mReinforced cement concrete work in well-steining excludingthecost of centering, shuttering, finishing and reinforcement with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size).

23646 1-5-7 4,511.70

cu.mReinforced cement concrete work in vertical and horizontalfinsindividually 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 : 1.5coarsesand : 3 graded stone aggregate 20mm nominal size).

23647 1-5-8 5,316.80

Centring and shuttering including strutting,ropping etc. andremoval of form for

1-5-9

sq.mFoundations, footings, bases of columns, etc. for mass concrete.23648 1-5-9-1 146.30

sq.mWalls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.

23649 1-5-9-2 228.40

sq.mSuspended floors, roofs, landings, balconies andaccess platform.

23650 1-5-9-3 237.30

sq.mShelves (Cast in situ)23651 1-5-9-4 223.90

sq.mLintels, beams, plinth beams, girders, bressumers and cantilevers.23652 1-5-9-5 205.30

sq.mColumns, Pillars, Piers, Abutments, Posts and Struts.23653 1-5-9-6 276.50

sq.mStairs, (excluding landings) except spiral-staircases.23654 1-5-9-7 278.00

sq.mSpiral staircases (including landing).23655 1-5-9-8 236.40

sq.mArches, domes, vaults up to 6 m span23656 1-5-9-9 671.70

sq.mExtra for arches, domes, vaults exceeding 6 m span23657 1-5-9-10 1,024.90

sq.mChimneys and shafts23658 1-5-9-11 228.40

sq.mWell steining23659 1-5-9-12 402.80

sq.mVertical and horizontal fins individually or forming box louversband, facias and eaves boards.

23660 1-5-9-13 384.00

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

23661 1-5-9-14 0.00

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

23662 1-5-9-15 146.30


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Rate In (Rs.)


copings, bed plates, anchor blocks and the like.

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

metreUnder 20 cm wide23663 1-5-9-16-1 81.10

sq.mAbove 20 cm wide23664 1-5-9-16-2 363.70

sq.mCornices and mouldings23665 1-5-9-17 407.70

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

23666 1-5-9-18 4,552.80

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

23667 1-5-9-19 1,815.00

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

23668 1-5-9-20 0.00

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

23669 1-5-9-21 0.00

Providing and fixing tie bolt, spring coil and plastic cone in wallshuttering complete as per the Engineer-in-charge

1-5-10

each12 mm dia. & 100 mm length.23670 1-5-10-1 105.60



each20 mm dia.& 225 mm length.23673 1-5-10-4 161.20

Extra for additional height in centring, shuttering where everrequired with adequatebracing, propping etc. including cost of de-shuttering anddecentring at all levels,over a height of 3.5 m, for every additionalheight of 1 metre or part thereof (Planarea to be measured)

1-5-11

sq.mSuspended floors, roofs, landing, beams and balconies (Plan areato be measured).

23674 1-5-11-1 129.10

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 : 3finesand) on exposed surfaces complete but excluding cost ofreinforcement with 1:2:4 (1 cement: 2 coarse sand: 4gradedstone aggregate 20mm nominal size).

23675 1-5-12 2,277.80


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Rate In (Rs.)


cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in small lintels not exceeding1.5mclear span up to floor five level including the cost ofrequiredcentering, 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).

23676 1-5-13 7,856.70

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 andfinishingsmooth with 6 mm thick cement plaster 1:3 (1 cement : 3finesand) on exposed surfaces complete but excluding the costof reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4gradedstone aggregate 20 mm nominal size).

23677 1-5-14 8,781.80

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 : 3finesand) on exposed surfaces but excluding the cost ofreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4gradedstone aggregate 20 mm nominal size).

23678 1-5-15 6,900.60

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 onexposedsurfaces but excluding the cost of reinforcement with 1:2:4(1cement : 2 coarse sand : 4 graded stone aggregate12.5mmnominal size).

23679 1-5-16 8,914.40

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 cementplaster1:3 (1 cement : 3 fine sand) on exposed surfaces completebutexcluding the cost of reinforcement with 1:2:4 (1 cement :2coarse sand : 4 graded stone aggregate 20 mm nominal size).

23680 1-5-17 8,770.60


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Rate In (Rs.)


individually 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 cementplaster1:3 (1 cement : 3 fine sand) on exposed surfaces completebutexcluding the cost of reinforcement with 1:2:4 (1 cement :2coarse sand : 4 graded stone aggregate 20 mm nominal size).

Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarsesand : 4 graded stone aggregate 6mm nominal size) reinforcedwith 1.6 mm dia mild steel wire including centring and shuttering,roughening cleaning, fixing and finishing in cement mortar 1:3 (1cement: 3 fine sand) etc.complete excluding plastering ofthe jambs, sills and soffits.

1-5-18

sq.m50 mm thick23681 1-5-18-1 456.80

sq.m40 mm thick23682 1-5-18-2 370.80

sq.m25 mm thick23683 1-5-18-3 350.40

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.

23684 1-5-19 6,741.80

cu.mEncasing rolled steel section in grillages with cementconcrete1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate12.5mm nominal size) including centering and shuttering butexcluding cost of expanded metal and hangers.

23685 1-5-20 0.00

sq.mExtra for providing and fixing expanded metal mesh of size20x60mm and strands 3.25mm wide 1.6mm thick weighing3.64kg. per sqm. for encasing of rolled steel sections in beams,columns and grillages excluding cost of hangers.

23686 1-5-21 308.60

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

1-5-22

kilogram

Reinforcement for R.C.C. Work Using Mild Steel andMedium /Tensile Steel Bars

23687 1-5-22-1 51.90

kilogram

Reinforcement for R.C.C. Work Using Hard Drawn Steel Wire23688 1-5-22-2 51.10

kilogram

Reinforcement for R.C.C. Work Using Cold Twisted Bars23689 1-5-22-3 53.10


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Rate In (Rs.)


kilogram

Reinforcement for R.C.C. Work Using Hot Rolled Deformed Bars23690 1-5-22-4 53.10

kilogram

Reinforcement for R.C.C. Work Using Hard Drawn Steel Wire Fabric23691 1-5-22-5 62.10

kilogram

Reinforcement for R.C.C. Work Using Thermo-Mechanically TreatedBars

33893 1-5-22-6 54.20

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)

23692 1-5-23 78.00

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 earthlaidover 15 mm of fine sand in case of suspended floor andbrickslaid in mud mortar in case of landings and steps includingsubsequent removal and cleaning of the same.

23693 1-5-24 61.20

kilogram

Providing and fixing in position copper plate as per designforexpansion joints.

23694 1-5-25 280.00

metreProviding and filling in position, blown bitumen in expansion joints.23695 1-5-26 515.40

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

23696 1-5-27 159.10

metreProviding and fixing in position 12mm thick bitumen impregnatedfibre board conforming to IS: 1838 including cost of primer,sealing compound in expansion joints.

23697 1-5-28 403.00

Providing and fixing sheet covering over expansion joints with ironscrews as per design to match the colour /shade of wall treatment.

1-5-29

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

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

23698 1-5-29-1-1 89.50

metre200mm wide.23699 1-5-29-1-2 120.20


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Rate In (Rs.)


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

metre150 mm wide.23700 1-5-29-2-1 338.40

metre200 mm wide23701 1-5-29-2-2 451.10

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

23702 1-5-30 17.20

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

23703 1-5-31 209.90

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

23704 1-5-32 77.30

cu.mProviding and laying in position machine batched, machine mixedand machine vibrated design mix cement concrete ofspecifiedgrade for reinforced cement concrete work including pumping ofconcrete to site of laying but excluding the cost ofcentering,shuttering, finishing and reinforcement. including Admixturesinrecommended 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.

23705 1-5-33 5,752.60

Add or deduct for providing richer or leaner mixes respectively atall floor levels.

1-5-34

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

23706 1-5-34-1 69.00

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

23707 1-5-34-2 121.20

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

23708 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.

23709 1-5-35 668.70

cu.mProviding and placing in position precast reinforced cementconcrete waffle units square or rectangular as per designandshape for floors and roofs in 1:1?:3 (1 Cement : 1? coarse sand: 3 graded stone aggregate 10mm nominal size) includingflushor deep ruled pointing at joints in Cement mortar 1:2 (1 Cement :2 Fine sand), making necessary holes of required sizes forcarrying through service lines etc., providing steel hooks for liftingetc, form work in precasting, handling, hoisting, centeringanderection complete for all floor levels but excluding the costofreinforcement.

23710 1-5-36 12,301.10


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Rate In (Rs.)


concrete waffle units square or rectangular as per designandshape for floors and roofs in 1:1?:3 (1 Cement : 1? coarse sand: 3 graded stone aggregate 10mm nominal size) includingflushor deep ruled pointing at joints in Cement mortar 1:2 (1 Cement :2 Fine sand), making necessary holes of required sizes forcarrying through service lines etc., providing steel hooks for liftingetc, form work in precasting, handling, hoisting, centeringanderection complete for all floor levels but excluding the costofreinforcement.

cu.mProviding and laying in position ready mixed concretemanufactured in fully automatic batching plant and transported tosite of work in transit mixer for a lead up to 10kms havingcontinuous agitated mixer, manufactured as per mix designofspecified grade for reinforced cement concrete work includingpumping of R.M.C. from transit mixer to site of laying , excludingthe cost of centering, shuttering finishing and reinforcementincluding cost of admixtures in recommended proportions as perIS : 9103 to accelerate/ retard setting of concrete, improveworkability without impairing strength and durability as perdirection of the Engineer - in - charge. M-25 gradeReinforcedcement concrete by using 410kg of cement per cum of concrete.All works up to floor V level.

23711 1-5-37 6,082.70

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

23712 1-5-38 167.30

cu.mExtra for carriage of R.M.C. beyond the initial lead of 10km.23713 1-5-39 37.60

Brick Work1-6

Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in

1-6-1

cu.mCement mortar 1:4 (1 cement : 4 coarse sand)23714 1-6-1-1 4,149.30


Brick work with modular bricks of class designation 75 infoundation and plinth in

1-6-2


cu.mCement Mortar 1:6 (1 cement : 6 coarse sand).23717 1-6-2-2 3,536.20

Brick work with machine moulded perforated bricks of classdesignation 125 conforming to IS: 2222 -1991 in superstructureabove plinth level upto floor five level in cement mortar 1:6(1cement : 6 coarse sand)

1-6-3


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Rate In (Rs.)


designation 125 conforming to IS: 2222 -1991 in superstructureabove plinth level upto floor five level in cement mortar 1:6(1cement : 6 coarse sand)

cu.mWith F.P.S. bricks.23718 1-6-3-1 1,549.90

cu.mWith Modular bricks.23719 1-6-3-2 1,353.90

Brick work with F.P.S. bricks of class designation 75 insuperstructure 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)23720 1-6-4-1 4,534.40


cu.mExtra for brick work in superstructure above floor V level for each

four floors or part thereof by mechanical means by lifting materialusing mobile crane.

23722 1-6-5 309.70

sq.mExtra for forming cavity 5cm to 7.5cm wide in cavity wallswith

necessary weep and vent holes including use of cores and costof providing and fixing bitumastic coated M .S. ties 300mmlongof 25x3mm section at not less than 3 ties per sqm as perapproved design.

23723 1-6-6 62.90

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.

23724 1-6-7 157.50

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.

23725 1-6-8 375.00

cu.mBrick work in plain arches in superstructure including centeringand shuttering complete for span up to 6 metres with F.P.S. brickof class designation 75 in cement mortar 1:3 (1 cement : 3coarse sand).

23726 1-6-9 6,190.60

cu.mBrick work in gauged arches in superstructure in cement mortar

1:3 (1 cement : 3 coarse sand) including centering and shutteringcomplete, for span up to 6 meters with F.P.S. brick of classdesignation 75.

23727 1-6-10 7,164.10

sq.mExtra for additional cost of centering for arches exceeding6m

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

23728 1-6-11 353.20


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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 infoundation and plinth in

1-6-12

sq.mCement mortar 1:3 (1 cement : 3 coarse sand)23729 1-6-12-1 511.40

sq.mcement mortar 1:4 (1 cement : 4 coarse sand)23730 1-6-12-2 487.30

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

1-6-13

sq.mCement mortar 1 : 3 (1 cement : 3 coarse sand)23731 1-6-13-1 549.00

sq.mCement mortar 1:4 (1 cement :4 coarse sand)23732 1-6-13-2 524.90

sq.mExtra for half brick masonry in superstructure, above floor V level

for every four floors or part thereof by mechanical meansbylifting material using mobile crane.

23733 1-6-14 27.40

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).

23734 1-6-15 58.00

Tile brick masonry with tite bricks of class designation 100 infoundation and plinth in

1-6-16

cu.mCement mortar 1 : 4 (1 cement : 4 coarse sand)23735 1-6-16-1 6,195.60

cu.mCement mortar 1:6 (1 cement : 6 coarse sand).23736 1-6-16-2 5,848.60

cu.mTile brick masonry with machine moulded tile bricks of class

designation 125 conforming to IS : 2690 (Part I) - 1993 infoundation and plinth in cement mortar 1:6 (1 cement : 6coarsesand).

23737 1-6-17 5,855.50

cu.mTile brick masonry with machine moulded tile bricks of class

designation 125 conforming to IS : 2690 (Part I) - 1993 insuperstructure above plinth level up to floor V level. incementmortar 1:6 (1 cement : 6 coarse sand).

23738 1-6-18 6,246.00

cu.mExtra for tile brick masonry with tile bricks of classdesignation

100 in superstructure above floor five level for every four floors orpart thereof.

23739 1-6-19 242.30


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Rate In (Rs.)


100 in superstructure above floor five level for every four floors orpart thereof.

cu.mTile brick masonry with tile bricks of class designation 100in

plain arch work in superstructure in cement mortar 1:4 (1 cement: 4 coarse sand) including centering and shuttering complete.

23740 1-6-20 7,893.30

cu.mTile brick masonry with tile bricks of class designation 100in

gauged arch work in superstructure in cement mortar 1:4 (1cement : 4 coarse sand) including centering and shutteringcomplete.

23741 1-6-21 8,758.60

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

23742 1-6-22 359.20

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).

23743 1-6-23 341.60

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

23744 1-6-24 209.90

cu.mExtra for laying brick work in or under foul position23745 1-6-25 77.30

cu.mBrick work with selected F.P.S. bricks of class designation 75in

exposed 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)

23746 1-6-26 3,999.80

cu.mBrick work with modular bricks of class designation 75 in

exposed 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).

23747 1-6-27 3,546.40

cu.mBrick work with machine moulded modular bricks of class

designation 125 in exposed brick work including makinghorizontal and vertical grooves 10mm wide 12mm deep completefrom ground level up to plinth level in cement mortar 1:6(1cement : 6 coarse sand).

23748 1-6-28 1,047.90


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Rate In (Rs.)


cu.mBrick work with machine moudled F.P.S. bricks of class

designation 125 in exposed brick work including makinghorizontal and vertical grooves 10 mm wide 12mm deepcomplete from ground level up to plinth level in cementmortar1:6 (1 cement : 6 coarse sand)

23749 1-6-29 3,876.50

cu.mBrick work with machine moudled perforated F.P.S. bricks of

class designation 125 conforming IS : 2222-1991 in exposedbrick work including making horizontal and vertical grooves10mm wide 12 mm deep complete from ground level up to plinthlevel in cement mortar 1:6 (1 cement : 6 coarse sand).

23750 1-6-30 1,162.10

cu.mBrick work with machine moulded perforated modular bricksof

class designation 125 conforming to IS : 2222 -1991 in exposedbrick work including making horizontal and vertical grooves10mm wide 12mm deep complete from ground level up toplinthlevel in cement mortar 1:6 (1 cement : 6 coarse sand).

23751 1-6-31 1,051.00

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

1-6-32

cu.mCement mortar 1:4(1 cement : 4 coarse sand)23752 1-6-32-1 2,538.00


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

superstructure above floor five level, for each four floors orpartthereof.

23754 1-6-33 242.30

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

1-6-34


cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)23756 1-6-34-2 1,297.70

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

1-6-35


15/11/11 8:38 of 204



Rate In (Rs.)


IS:4139-1989, class designation 100 average compressivestrength in super structureabove plinth level upto floor V level in


cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)23758 1-6-35-2 3,375.90

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)23759 1-6-36-1 3,608.50

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

23760 1-6-37 5,628.30

cu.mProviding and laying autoclaved aerated cement blocks masonry

with 100mm thick AAC blocks in super structure aboveplinthlevel 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.

23761 1-6-38 4,654.00

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

23762 1-6-39 242.30

sq.mProviding and laying Gypsum panel partitions 100mm thickwithwater proof Gypsum panels of size 666x500x100mm, madeofcalcite 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

23763 1-6-40 966.90

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

23764 1-6-41 28.00

Brick work with mechanised autoclaved flyash lime bricksconforming to I:S 12894 :2002 of class designation 100 in superstructure above plinth levelupto floor Vlevel in.

1-6-42

cu.mCement mortar 1:4 (1 cement :4 coarse sand).23765 1-6-42-1 2,905.90

cu.mCement mortar 1:6 (1 cement :6 coarse sand).23766 1-6-42-2 2,690.70

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

23767 1-6-43 242.30


15/11/11 8:38 of 204



Rate In (Rs.)


toIS: 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 protectionwithbricks of class designation 75 including grouting with cementmortar 1:4 (1 cement : 4 fine sand)

23768 1-6-44 31.80

Stone Work1-7

Random rubble masonry with hard stone in foundation and plinthincludinglevellingup with cement concrete 1:6:12 (1 cement: 6 coarsesand : 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

23770 1-7-2 436.70

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

23771 1-7-3 323.10

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

cu.mSquare or rectangular pillars23772 1-7-4-1 223.80

cu.mCircular pillars.23773 1-7-4-2 538.30

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

23774 1-7-5 183.50

Coursed rubble masonry (first sort) with hard stone in foundationand plinth with

1-7-6


Coursed rubble masonry (second sort) with hard stone infoundation & plinth with

1-7-7

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

23776 1-7-7-1 1,880.10

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

23777 1-7-8 413.40


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Rate In (Rs.)


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

23778 1-7-9 323.10

Extra for coursed rubble masonry with hard stone (first or secondsort) in

1-7-10

cu.mSquare or rectangular pillars23779 1-7-10-1 251.80

cu.mCircular pillars.23780 1-7-10-2 620.20

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

23781 1-7-11 203.60

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

1-7-12

One face dressed.1-7-12-1

cu.mRed sand stone23782 1-7-12-1-1 17,795.00

cu.mWhite sand stone23783 1-7-12-1-2 18,703.00

Both face dressed.1-7-12-2

cu.mRed sand stone.23784 1-7-12-2-1 22,500.20

cu.mWhite sand stone23785 1-7-12-2-2 23,429.20

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

1-7-13

cu.mRed sand stone23786 1-7-13-1 20,560.40

cu.mWhite sand stone23787 1-7-13-2 21,489.40

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

1-7-14



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Rate In (Rs.)



Stone work ashlar punched (ordinary) in superstructure upto floorfive level incement mortar 1:6 (1 white cement: 6 coarse sand) includingpointing with cementmortar 1:2 (1 white cement: 2 stone dust) with an admixture ofpigment matchingthe stone shade.

1-7-15

Red sand stone.1-7-15-1

cu.mOne faced punched.23790 1-7-15-1-1 16,893.90

cu.mDouble faced punched.23791 1-7-15-1-2 20,504.30

White sand stone.1-7-15-2

cu.mSingle face punched.23792 1-7-15-2-1 17,822.90

cu.mDouble faced punched.23793 1-7-15-2-2 21,627.10

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

23794 1-7-16 323.10

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

cu.mSquare or rectangular pillars.23795 1-7-17-1 1,250.20

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

23796 1-7-18 869.70

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

23797 1-7-19 1,696.60

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

1-7-20



Extra for stone work sunk or moulded or sunk and mlded or carvedin

1-7-21

cu.mTriangular or Square or rectangular pillars23800 1-7-21-1 1,630.80

cu.mCircular or polygonal pillars23801 1-7-21-2 4,620.50


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Rate In (Rs.)


metreExtra for stone work sunk or moulded in cornices.23802 1-7-22 12.30

Stone work (machine cut edges) for wall lining etc. (veneer work)backing filledwith a grout of 12mm thick cement mortar 1:3 (1 cement : 3coarse sand) includingpointing in white cement mortar 1:2 (1 white cement : 2 stonedust) with an admixtureof pigment matching the stone shade : (To be secured to thebacking 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.23803 1-7-23-1-1 6,800.20

sq.m60 mm thick.23804 1-7-23-1-2 1,505.50

sq.m50 mm thick.23805 1-7-23-1-3 1,473.80

sq.m40 mm thick.23806 1-7-23-1-4 1,389.90

sq.m30 mm thick.23807 1-7-23-1-5 1,303.70

Red sand stone - Exposed face machine cut and table rubbed withrough backing.

1-7-23-2

sq.m70 mm thick23808 1-7-23-2-1 2,156.00

sq.m60 mm thick23809 1-7-23-2-2 2,049.60

sq.m50 mm thick23810 1-7-23-2-3 1,989.20

sq.m40 mm thick23811 1-7-23-2-4 1,904.80

sq.m30 mm thick23812 1-7-23-2-5 1,821.20

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

sq.m70 mm thick23813 1-7-23-3-1 1,702.70

sq.m60 mm thick.23814 1-7-23-3-2 1,518.90

sq.m50 mm thick.23815 1-7-23-3-3 1,517.30

sq.m40 mm thick.23816 1-7-23-3-4 1,424.10

sq.m30 mm thick.23817 1-7-23-3-5 1,331.50

White sand stone - Exposed face machine cut and table rubbedwith rough backing.

1-7-23-4

sq.m70 mm thick.23818 1-7-23-4-1 2,220.90

sq.m60 mm thick.23819 1-7-23-4-2 2,119.90

sq.m50 mm thick.23820 1-7-23-4-3 2,035.60


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Rate In (Rs.)


sq.m40 mm thick.23821 1-7-23-4-4 1,975.70

sq.m30 mm thick.23822 1-7-23-4-5 1,849.70

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

23823 1-7-24 1,250.20

kilogram

Providing 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.

23824 1-7-25 616.90

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.

23825 1-7-26 25.60

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.

23826 1-7-27 21.20

Providing and fixing sloping chajja of stone 40 mm thick and upto80 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 longfixed in eachstone and supported on and including with bricks cove of classdesignation 75 incement mortar 1:4 (1 cement : 4 coarse sand) including pointingin cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching thestone shade

1-7-28

Red sand stone:1-7-28-1

sq.mRed sand stone: With F.P.S Bricks23827 1-7-28-1-1 842.80

White sand stone1-7-28-2

sq.mWith F.P.S. bricks23828 1-7-28-2-1 881.10

Providing and fixing horizontal chajja of stone 40 mm thick andupto 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 anadmixture ofpigment matching the stone shade

1-7-29


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Rate In (Rs.)


admixture ofpigment matching the stone shade

sq.mRed sand stone23829 1-7-29-1 519.70

sq.mWhite sand stone23830 1-7-29-2 550.30

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.

23831 1-7-30 568.10

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.

23832 1-7-31 1,920.30

Stone work, plain in copings, cornices, string courses and plinthcourses, 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 anadmixture of pigmentmatching the stone shade.

1-7-32



Providing and fixing stone jali 40mm thick throughout in cementmortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar1:2(1 whitecement: 2 stone dust) with an admixture of pigment, matching thestone shade, jalislab without any chamfers etc.

1-7-33

sq.mRed sand stone23835 1-7-33-1 5,607.60

sq.mWhite sand stone23836 1-7-33-2 5,638.30

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

23837 1-7-34 209.90

cu.mExtra for laying stone work in or under foul position.23838 1-7-35 77.30

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.

23839 1-7-36 1,027.50


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Rate In (Rs.)


sand) 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.

Stone work ( machine cut edges) for wall lining upto 10 m heightetc. (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 : 2stone dust) includingrubbing and polishing complete. (To be secured to the backing bymeans of crampswhich shall be paid for separately)

1-7-37

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

sq.m25 mm thick23840 1-7-37-1-1 934.70

Stone tile work for wall lining upto 10 m height with specialadhesive 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 stoneshade.

1-7-38

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

sq.mGranite stone of any colour and shade.23841 1-7-38-1-1 1,317.80

sq.mRaj Nagar plain white marble/ Udaipur green marble/ Zebrablack marble.

23842 1-7-38-1-2 1,151.20

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.

23843 1-7-39 74.50

Providing and fixing dry cladding upto 10 metre heights with30mm thick gang sawcut stone with (machine cut edges) of uniform colour and size uptolmxlm, fixed tostructural steel frame work and/ or with the help of cramps, pinsetc. and sealingthe joints with approved weather sealant as per Architecturaldrawing anddirection of Engineer-in-charge. (The steel frame work, stainlesssteel cramps andpins etc. shall be paid for separately.)

1-7-40

sq.mRed sand stone.23844 1-7-40-1 1,616.90



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Rate In (Rs.)


kilogram

Providing 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.)

23846 1-7-41 95.60

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.

23847 1-7-42 336.50

Marble Work1-8

Marble work gang saw cut (polished and machine cut) of thickness18mm for walllining (veneer work) in cement mortar 1:3 (1 cement : 3 coarsesand) includingpointing with white cement mortar 1:2 (1 white cement : 2 marbledust) with anadmixture of pigment to match the marble shade: (To be securedto the backing bymeans of cramps, which shall be paid for separately).

1-8-1

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra blackmarble.

1-8-1-1

sq.mArea of slab upto 0.50 sqm23848 1-8-1-1-1 1,863.90


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Rate In (Rs.)


sq.mArea of slab over 0.50 sqm23849 1-8-1-1-2 1,924.70

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

1-8-2

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra blackmarble.

1-8-2-1

sq.mArea of slab upto 0.50 sqm23850 1-8-2-1-1 1,720.30

sq.mArea of slab over 0.50 sqm.23851 1-8-2-1-2 1,778.80

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

sq.mArea of slab upto 0.50 sqm.23852 1-8-2-2-1 3,125.20

sq.mArea of slab over 0.50 sqm.23853 1-8-2-2-2 3,134.80

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

1-8-3

metreMarble work23854 1-8-3-1 74.50

metreGranite work.23855 1-8-3-2 125.10

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

23856 1-8-4 21.70

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

23857 1-8-5 215.20


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Rate In (Rs.)


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

23858 1-8-6 115.50

Providing and fixing cramps of required size & shape in RCC/ CCbacking withcement mortar 1:2(1 cement :2 coarse sand) including drillingnecessary hole instones and embedding the cramp in the hole (fastener to be paidseparately).

1-8-7

kilogram

Gunmetal cramps.23859 1-8-7-1 585.30

kilogram

Stainless steel cramps.23860 1-8-7-2 610.20

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.23861 1-8-8-1-1 20.50



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

1-8-9

8 mm thick.1-8-9-1

sq.mRaj Nagar plain white marble/ Udaipur green marble/ Zebra blackmarble.

23864 1-8-9-1-1 1,065.70

sq.mGranite of any colour and shade.23865 1-8-9-1-2 1,426.60

Providing and fixing 18 mm thick stone slab table rubbed, edgesrounded and polishedof size 75x50 cm deep and 1.8 cm thick fixed in urinal partitionsby cutting a chase ofappropriate width with chase cutter and embedding the stone inthe chase withepoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 gradedstone aggregate 6 mm nominal size) as per direction ofEngineer-in-charge andfinished smooth.

1-8-10


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Rate In (Rs.)


finished smooth.

sq.mWhite Agaria Marble Stone.23866 1-8-10-1 2,724.00

sq.mGranite Stone of approved shade.23867 1-8-10-2 3,073.00

Wood and PVC Work1-9

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

1-9-1

cu.mSecond class teak wood23868 1-9-1-1 65,240.40

cu.mSal wood23869 1-9-1-2 50,160.30

cu.mKiln seasoned and chemically treated Hollock wood.23870 1-9-1-3 40,266.50

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

23871 1-9-2 84,586.60

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

1-9-3

cu.mSal wood23872 1-9-3-1 46,306.20


Extra for additional labour for circular works, such as in frames offan light

1-9-4

cu.mSecond class teak wood23874 1-9-4-1 6,887.10

cu.mSal wood23875 1-9-4-2 1,394.30


Providing and fixing panelled or panelled and glazed shutters fordoors, windowsand clerestory windows including ISI marked black enamelled M.Sbutt hinges withnecessary screws excluding panelling which will be paid forseparately.

1-9-5

Second class teak wood1-9-5-1

sq.m35 mm thick shutters23877 1-9-5-1-1 1,743.30



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Rate In (Rs.)


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



Providing and fixing 35 mm thick factory made laminated veneerlumber door shutterconforming to IS : 14616 and TADS 15:2001 (Part B) including ISImarked blackenamelled M.S. butt hinges with necessary screws as perdirections of Engineer-inchargeand panelling with panels of

1-9-6

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 :

23881 1-9-6-1 2,269.20

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

23882 1-9-6-2 2,269.40

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:

23883 1-9-6-3 17,628.90

Providing and fixing panelling or panelling and glazing in panelledor panelled andglazed shutters for doors, windows and clerestory windows (Areaof opening forpanel inserts excluding portion inside grooves or rebates to bemeasured). Panellingfor panelled or panelled and glazed shutters 25 mm to 40 mmthick

1-9-7

sq.mSecond class teak wood23884 1-9-7-1 1,397.50

sq.mKiln seasoned and chemically treated Hollock wood23885 1-9-7-2 962.00

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

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

23886 1-9-7-3-1 1,441.80


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Rate In (Rs.)


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

23887 1-9-7-3-2 1,203.20

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

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

23888 1-9-7-4-1 1,261.50

Particle Board 12 mm thick1-9-7-5

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

23889 1-9-7-5-1 717.80

sq.mVeneered flat pressed three layer or graded wood particle boardwith commercial veneering on both sides conforming to IS:3097,grade I.

23890 1-9-7-5-2 984.10

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

23891 1-9-7-5-3 1,278.10

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

23892 1-9-7-5-4 1,328.00

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

1-9-8

sq.m12 mm thick23893 1-9-8-1 1,200.40

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

1-9-9

Second class teak wood1-9-9-1

sq.m35 mm thick23894 1-9-9-1-1 2,157.80

sq.m30 mm thick23895 1-9-9-1-2 1,943.60

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


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Rate In (Rs.)


sq.m35 mm thick23896 1-9-9-2-1 1,506.90

sq.m30 mm thick23897 1-9-9-2-2 1,386.10

Providing and fixing factory made laminated veneer lumber glazedshutter conformingto IS 14616 and TADS 15:2001 (Part B), using 4mm thick floatglass panes for doors,windows and clerestory windows including ISI marked blackenamelled M.S butthinges with necessary screws as per directions ofEngineer-in-charge

1-9-10

sq.m30 mm thick shutters23898 1-9-10-1 1,976.50

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

23899 1-9-11 127.80

sq.mExtra for providing frosted glass panes 4 mm thick insteadof ordinaryfloat glass panes 4 mm thick in doors, windows andclerestory windowshutters. (Area of opening for glass panes excluding portion insiderebateshall be measured).

23900 1-9-12 11.60

sq.mDeduct for providing pin headed glass panes instead ofordinary floatglass panes weighing 4 mm thick in doors, windows andclerestorywindows, shutters (Area of opening for glass panes excludingportioninside rebate shall be measured).

23901 1-9-13 123.10

sq.mExtra for providing ISI marked Stainless Steel butt hinges insteadof blackenamelled M.S. butt hinges with necessary screws. (Shutterarea to bemeasured).

23902 1-9-14 100.30

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

1-9-15


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Rate In (Rs.)


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

sq.mFor 2nd class teak wood and other inferior class of wood shutters.23903 1-9-15-1-1 135.00

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

sq.mFor 2nd class teak wood and other inferior class of woodshutters.

23904 1-9-15-2-1 34.70

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 aluminiumbutt hinges with necessary screws.

23905 1-9-16-1-1 1,772.30

Glazed shutters1-9-16-2

sq.mSecond class teak wood including ISI marked anodised aluminiumbutt hinge with necessary screws.

23906 1-9-16-2-2 1,734.20

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

1-9-17

sq.m12 mm thick23907 1-9-17-1 449.10

sq.m18 mm thick23908 1-9-17-17-2 512.60

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

1-9-18

sq.m18mm thick23909 1-9-18-1 1,141.00

sq.m25 mm thick23910 1-9-18-18-2 1,229.70

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 wood23911 1-9-19-1-1 1,694.70


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Rate In (Rs.)



sq.mSecond class teak wood23912 1-9-19-2-1 1,756.20

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

1-9-20

sq.m35 mm thick including ISI marked Stainless Steel butt hinges withnecessary screws.

23913 1-9-20-1 1,788.00


23914 1-9-20-2 1,718.30

sq.m25 mm thick (for cupboard) including ISI marked nickel platedbright finished M.S.Piano hinges IS : 3818 marked

23915 1-9-20-3 1,600.60

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

1-9-21


23916 1-9-21-1 1,135.20


23917 1-9-21-2 1,105.00

sq.m25mm thick (for cupboard) including ISI marked nickel platedbright finished M.S.piano hinges with necessary screws.

23918 1-9-21-3 1,043.10

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


23919 1-9-22-1 313.60

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

23920 1-9-23 341.50

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

1-9-24

sq.mRectangular or square.23921 1-9-24-1 119.60


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sq.mCircular23922 1-9-24-2 164.90

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

1-9-25

sq.mDecorative type door.23923 1-9-25-1 292.70

sq.mExtra for cutting rebate in flush door shutters (Total area of theshutter to be measured).

23924 1-9-26 79.00

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

1-9-27


sq.mKiln seasoned and chemically treated Hollock wood23926 1-9-27-2 1,407.00

Providing and fixing 35mm thick wire gauze shutters usinggalvanised 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 markedstainless steelbutt hinges with necessary screws

1-9-28



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

1-9-29



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

1-9-30


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Rate In (Rs.)


finished or /andblack enamelled M.S. butt hinges with necessary screws



Providing and fixing wire gauze laminated veneer lumber shuttersconforming to IS :14616, and as per TADS 15 :2001 (Part B) using galvanised wiregauze with averagewidth of aperture 1.4mm in both directions with wire of dia0.63mm as per IS : 1568for doors, windows and clerestory windows including ISI markedbright finishedor/ and black enamelled M.S. butt hinges with necessary screws asper directionsof Engineer-in-charge

1-9-31



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

23935 1-9-32 13.70

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

1-9-33

Nos.25 mm long23936 1-9-33-1 11.30

Nos.32 mm long23937 1-9-33-2 13.40

Nos.40 mm long23938 1-9-33-3 16.20

Nos.50 mm long23939 1-9-33-4 19.00

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

1-9-34

sq.m40 mm thick23940 1-9-34-1 3,263.20

sq.m25 mm thick.23941 1-9-34-2 19,355.20

sq.m20 mm thick23942 1-9-34-3 15,249.80

sq.m12 mm thick23943 1-9-34-4 9,221.70


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Rate In (Rs.)


Providing and fixing in wall lining flat pressed three layer (mediumdensity) particleboard or graded wood prelaminated one side decorative laminationon other sidebalancing lamination Grade I,Type II, IS : 12823 marked includingpriming coat onunexposed surface, with necessary fixing arrangement and screwsetc.

1-9-35

sq.m12 mm thick23944 1-9-35-1 1,055.80

sq.m18 mm thick23945 1-9-35-2 1,239.20

sq.m25 mm thick23946 1-9-35-3 1,111.10

Providing and fixing specified wood frame work consisting ofbattens 50x25mmfixed with rawl plug and drilling necessary holes for rawl plug etc.including primingcoat complete.

1-9-36

cu.mHollock wood.23947 1-9-36-1 380.40

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

23948 1-9-37 738.50

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

23949 1-9-38 713.40

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

1-9-39

sq.m18 mm thick23950 1-9-39-1 1,390.50

sq.m25 mm thick23951 1-9-39-2 1,481.20

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

1-9-40


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Rate In (Rs.)


complete :

2nd class teak wood1-9-40-1

metre50x12 mm23952 1-9-40-1-1 76.90

metre50x20 mm23953 1-9-40-1-2 102.60

Hollock wood1-9-40-2

metre50x12 mm23954 1-9-40-2-1 60.30

metre50x20 mm23955 1-9-40-2-2 75.00

Providing and fixing to existing door frames.1-9-122

sq.m30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled doorshutter of required colour and approved brand and manufacture,made with fire - retardant grade unsaturated polyester resin,moulded to 3 mm thick FRP laminate for forming hollow rails andstyles, with wooden frame and suitable blocks of seasoned woodinside at Code Description Unit Quantity Rate Amount requiredplaces for fixing of fittings, cast monolithically with 5mm thick FRPlaminatefor panels confirming to TADS 6: 1993 and / or IS: 14856 - 2000including fixing to frames.

23956 1-9-122-1 2,318.10

sq.m30mm thick fibreglass reinforced plastice (F.R.P.) flush doorshutter in different plain and wood finish made with fire retardantgrade unsaturated polyster resin, moulded to 3mm thick FRPlaminate all around, with suitable wooden blocks inside at requiredplaces for fixing of fittings and polyurethane foam (PUF) /Polystyrenefoam to be used as filler material throughout the hollow panel,casted monolithically with testing parameters of F.R.P. laminateconforming to table - 3 of IS: 14856 : 2000, complete as perdirection of Engineer-in-charge

23957 1-9-122-2 2,847.70

sq.mProviding and fixing factory made door frame (single rebate) madeof solid PVC foam profile with homogenous fine cellular structurehaving smooth outer integral skin having 60mm width & 30mmthickness and shall be fixed to wall as per instructions ofengineer-in-charge using 100x8 sheet metal CSK screws.

23958 1-9-123 327.60

sq.mProviding and fixing 28 mm thick door shutter made of solid PVCfoam profile with homogenous fine cellular structure havingsmooth outer integral skin having 71mm width & 28mm thick asvertical & horizontal styles. Joints are made using solvent adhesiveand GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe(40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’corners .The panel shall be filled with 3mm thick high - pressurecompact laminate as per manufacturer’s specifications anddirections of the Engineer-in-charge, cover moulding shall beprovided for covering fixing screws and elegant look.( for W.C.bathroom door shutter).

23959 1-9-124 2,868.60


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Rate In (Rs.)


directions of the Engineer-in-charge, cover moulding shall beprovided for covering fixing screws and elegant look.( for W.C.bathroom door shutter).

sq.mProviding and fixing PVC rigid foam sheet 1mm thick on existingdoor shutters (bathroom and W.C. doors) using synthetic rubberbased adhesive

23960 1-9-125 540.00

Providing and fixing 12mm thick panelling or panelling and glazingin panelled orpanelled and glazed shutters for doors, windows and clerestorywindows (area ofopening for panel inserts excluding portion inside grooves orrebates to bemeasured). Panelling for panelled or panelled and glazed shutters25mm to 40mmthick

1-9-126

sq.mMarine plywood conforming to IS: 71023961 1-9-126-1 1,519.40

sq.mFire retardant plywood conforming to IS: 550923962 1-9-126-2 1,436.20

Providing & Fixing decorative high pressure laminated sheet ofplain / wood grainin gloss / matt / suede finish with high density protective surfacelayer and reverseside of adhesive bonding quality conforming to IS : 2046 Type Sincluding cost ofadhesive of aproved quality

1-9-127

sq.m1.5 mm thick.23963 1-9-127-1 738.30

sq.m1.0 mm thick.23964 1-9-127-2 623.30

sq.mProviding and fixing factory made Fibreglass Reinforced plastics(F.R.P.) chajja 4mm thick of required colour, size and design madeby Resin Transfer Moulding (RTM) Machine Technology, resulting invoid free compact laminate in single piece, having smooth gradualslope curvature for easy drainage of water and duly reinforced by50x2mm thick M.S. flat with 12mm in built hole for grouting on theexisting wall along with the flanges duly inserted and sealed in thewall complete in one single piece casted monolithically, includingall necessary fittings . The FRP Chajja should be manufacturedusing unsaturated Polyester resin as per IS: 11551 complete withprotective Gelcoat U/V coating on Top for complete resistance fromthe extreme of temperature, weather & sunlight,

23965 1-9-128 5,342.40

sq.mProviding and fixing cup board shutters 25mm thick, withprelaminated flat pressed three layer particle board or gradedwood particle board IS: 12823 marked exterior grade (Grade 1Type II) having one side decorative lamination and other sidebalancing lamination including Ilnd class teak wood lipping of25mm wide xl2 mm thick with necessary screws and brightfinished stainless steel piano hingescomplete as per direction of the Engineer-in-Charge

23966 1-9-129 1,349.40


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Rate In (Rs.)


balancing lamination including Ilnd class teak wood lipping of25mm wide xl2 mm thick with necessary screws and brightfinished stainless steel piano hingescomplete as per direction of the Engineer-in-Charge

Providing and fixing cup board shutters with 25mm thick veneeredparticle boardIS : 3097 marked exterior grade (Grade I) of approved makeincluding Ilnd classteak wood lipping of 25mm wide x 12 mm thick with necessaryscrews and brightfinished stainless steel piano hinges complete as per direction ofEngineer-in-Charge.

1-9-130

sq.mWith decorative veneering on one side and commercial veering onother side.

23967 1-9-130-1 1,182.10

sq.mWith non decorative veneering on both sides.23968 1-9-130-2 1,047.40

Providing and fixing factory made prelaminated particle board flatpressed threelayer or graded wood particle board with one side decorative finishand other sidebalancing lamination conforming to IS: 12823 Grade 1 Type II, ofapproved design,and edges sealed with water resistant paint and lipped withaluminium ‘U’ typeedge beading alround the shutter, including fixing with angle cleat,grip strip,Code Description Unit Quantity Rate Amount cadmium plated steelscrews including fixing of aluminium hinges 100x63x4 mm etc.complete as per architectural drawing and direction ofEngineer-in-Charge (Cost of ’U’ beading and hinges will be paid forseparately)

1-9-131

sq.m25 mm thick.23969 1-9-131-1 1,132.30

kilogram

Providing and fixing aluminum U beading of required size toprelaminated /flush door shutter including fixing etc. complete asper direction of Engineer-in-charge.

23970 1-9-132 407.70

Providing and fixing, in position concealed G.I. section for wallpanelling usingboard of required thickness fixed on the ‘W profile (0.55mm thick )having a knurledweb of 51.55mm and two flanges of 26mm each with lips of 10.55mm placed @610mm C/C in perimeter channel having one flange of 20mm andanother flange of30mm with thickness of 0.55mm and web of length 27mm.Perimeter channel isfixed on the floor and the ceiling with the nylon sleeves @ 610mmC/C with fully429 threaded self-tapping drive all screws. Board is fixed to the‘Wprofile with 25 mmcountersunk ribbed head screws @ 200mm C/C, all complete asper the drawing &directions of engineer-in-charge the joints of the boards arefinished with speciallyformulated jointing compound and 48mm wide fiber tape toprovide seamless finish.

1-9-133


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Rate In (Rs.)


30mm with thickness of 0.55mm and web of length 27mm.Perimeter channel isfixed on the floor and the ceiling with the nylon sleeves @ 610mmC/C with fully429 threaded self-tapping drive all screws. Board is fixed to the‘Wprofile with 25 mmcountersunk ribbed head screws @ 200mm C/C, all complete asper the drawing &directions of engineer-in-charge the joints of the boards arefinished with speciallyformulated jointing compound and 48mm wide fiber tape toprovide seamless finish.

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

1-9-133-1

sq.m10mm thick23971 1-9-133-1-1 816.60

Non -asbestos multipupose cement board reinforced with cellulosefibremanufactured through autoclaving process (high pressure steamcured) as per IS14862 non combustible , non ignitable, fire propagation index andsurface spread of flame (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 thick23972 1-9-133-2-1 687.50

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

sq.m12.5 mm thick23973 1-9-133-3-1 520.10

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

23974 1-9-41 8,736.30

rmProviding and fixing 18 mm thick, 150 mm wide pelmet of flatpressed 3 layer orgraded wood particle board medium density grade I, IS : 3087marked includingtop cover of 6 mm commercial ply wood conforming to IS: 303BWR grade, nickelplated M.S. pipe 20 mm dia ( heavy type ) curtain rod with nickelplated bracketsincluding fixing with 25x3 mm M.S. flat 10 cm long and rawl plugs50 mm long(designation 10 no.) etc all complete

23975 1-9-42 265.20


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Rate In (Rs.)


plated M.S. pipe 20 mm dia ( heavy type ) curtain rod with nickelplated bracketsincluding fixing with 25x3 mm M.S. flat 10 cm long and rawl plugs50 mm long(designation 10 no.) etc all complete

rmProviding and fixing 18 mm thick, 150 mm wide pelmet of coirveneer board ISImarked IS : 14842 - 2000, including top cover of 6 mm coirveneer board, nickelplated M.S. Pipe 20 mm dia (heavy type) curtain rod with nickelplated bracketsincluding fixing with 25x3 mm M.S. Flat 10 cm long and rawl plug50 mm long(designation 10 No.) etc., all complete

23976 1-9-43 385.90

Extra for using veneered particle board conforming to IS 3097Grade I, in item ofpelmet 18mm thick 150mm wide.

1-9-44

sq.mNon decorative veneer on both sides.23977 1-9-44-1 22.70

sq.mParticle board with decorative veneering on both sides.23978 1-9-44-2 81.60

metreProviding and fixing teak wood lipping of size 25x3 mm in pelmet.23979 1-9-45 33.90

Providing and fixing curtain rods of 1.25 mm thick chromiumplated brass plate,with two chromium plated brass brackets fixed with C.P. brassscrews and woodenplugs, etc., wherever necessary complete :

1-9-46

metre12 mm dia.23980 1-9-46-1 197.10

metre20 mm dia.23981 1-9-46-2 227.30

metre25 mm dia.23982 1-9-46-3 360.90

Providing and fixing nickel plated M.S. pipe curtain rods with nickelplated brackets:

1-9-47

metre20 mm dia (heavy type)23983 1-9-47-1 85.10

metre25 mm dia (heavy type)23984 1-9-47-2 94.00

Providing and fixing M.S. grills of required pattern in frames ofwindows etc. withM.S. flats, square or round bars etc. all complete.

1-9-48

sq.mFixed to steel windows by welding.23985 1-9-48-1 75.20

sq.mFixed to openings /wooden frames with rawl plugs screws etc.23986 1-9-48-2 81.40

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

23987 1-9-49 650.00


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thick for windows etc. including 62x19mm beading of Ilnd classteak wood.

sq.mProviding and fixing hard drawn steel wire fabric 75x25 mm meshof weight notless than 7.75 Kg per sqm to window frames etc. including 62x19mm beading ofsecond class teak wood

23988 1-9-50 811.80

windows using galvanised M.S. wire gauge with average width ofaperture 1.4 mmin both directions with wire of dia. 0.63 mm.

1-9-51

sq.mWith 2nd class teak wood beading 62X19 mm.23989 1-9-51-1 554.30

sq.mWith 12 mm mild steel U beading.23990 1-9-51-2 369.70

sq.mDeduct for fixing 75x25 mm hard drawn steel wire fabric of weightnot less than7.75 Kg. per sqm in panelled and glazed door and window shutterinstead of glasssheet 4 mm thick.

23991 1-9-52 778.20

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

23992 1-9-53 82.90

Providing beams including hoisting, fixing in position and applyingwoodpreservative for the unexposed surfaces, etc. complete with :

1-9-54

cu.mSal wood.23993 1-9-54-1 45.20

cu.mHollock wood.23994 1-9-54-2 34.50

Providing and fixing ISI marked M.S. pressed butt hinges brightfinished withnecessary screws etc.

1-9-55

Hinges125x65x2.12 mm23995 1-9-55-1 21.60

Hinges100x58x1.90 mm23996 1-9-55-2 17.10

Hinges75x47x1.70 mm23997 1-9-55-3 12.80

Hinges50x37x1.50 mm23998 1-9-55-4 7.40

Providing and fixing IS : 1341 marked M.S. heavy weight butthinges with necessaryscrews etc.

1-9-56


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screws etc.

Hinges125x90x4.00 mm23999 1-9-56-1 46.30

Hinges100x75x3.50 mm24000 1-9-56-2 28.10

Hinges75x60x3.10 mm24001 1-9-56-3 17.40

Hinges50x40x2.50 mm24002 1-9-56-4 10.70

Providing and fixing ISI marked oxidised M.S. pressed butt hingeswith necessaryscrews etc.

1-9-57

Nos.125x65x2.12 mm24003 1-9-57-1 12.00

Nos.100x58x1.90 mm24004 1-9-57-2 17.50

Nos.75x47x1.70 mm24005 1-9-57-3 12.50

Nos.50x37x1.50 mm24006 1-9-57-4 7.20

metreProviding and fixing Fiber Glass Reinforced plastic (FRP) DoorFrames of crosssection90mm x 45mm having single rebate of 32mm x 15mm to receiveshutter of30mm thickness .The laminate shall be molded with fire resistantgrade unsaturatedpolyester resin and chopped mat .Doorframe laminate shall be2mm thick and shallbe filled with suitable wooden block in all the three legs. The frameshall be coveredwith fibreglass from all sides. MS stay shall be provided at thebottom to steady theframe.

24007 1-9-121 480.90


sq.m30mm thick factory made solid panel PVC door shutter consistingof frame madeout 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 ofapproved make andmanufacture M.S. frame covered with 5mm thick heat mouldedPVC ‘C channel of size 30mm thickness, 110mm width out of which90mm 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 and20mm shall be taperedon the inner side to form top and bottom rail and 130mm widePVC sheet out ofwhich 90mm shall be flat and 20mm shall be tapered on both sidesto form lock rail.Top bottom and lock rails shall be provided either side of thepanel. 10mm (5mm x2) thick, 20mm wide cross PVC sheet shall be provided as gapinsert for top rail &bottom rail. Panelling of 5mm thick PVC sheet to be fitted in theM.S. frame welded/sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mmwide PVC sheetbending on inner side, and joined together with solvent cementadhesive. Anadditional 5mm thick PVC strip of 20mm width is to be stuck onthe interior side ofthe ‘C Channel using PVC solvent adhesive etc. complete as perdirection ofEngineer-in-charge, manufacture’s specification & drawing.

24008 1-9-120-1 2,545.70


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PVC sheet out ofwhich 90mm shall be flat and 20mm shall be tapered on both sidesto form lock rail.Top bottom and lock rails shall be provided either side of thepanel. 10mm (5mm x2) thick, 20mm wide cross PVC sheet shall be provided as gapinsert for top rail &bottom rail. Panelling of 5mm thick PVC sheet to be fitted in theM.S. frame welded/sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mmwide PVC sheetbending on inner side, and joined together with solvent cementadhesive. Anadditional 5mm thick PVC strip of 20mm width is to be stuck onthe interior side ofthe ‘C Channel using PVC solvent adhesive etc. complete as perdirection ofEngineer-in-charge, manufacture’s specification & drawing.

sq.m30mm thick factory made solid both side prelam panel PVC doorshutter consistingof frame made out of M.S. tubes of 19 gauge thickness and size of19mm x 19mmfor stiles, top & bottom rails. M.S. frame shall have a coat of steelprimers of approvedmake and manufacture . M.S. frame covered with 5mm thick heatmoulded prelamPVC ‘C channel of size 30mm thickness, 70mm width out of which50mm shall beflat and 20mm shall be tapered in 45degree angle on either sideforming stiles; and5mm thick, 95mm wide PVC sheet out of which 75mm shall be flatand 20mm shallbe tapered in 45 degree on the inner side to form top and bottomrail and 115mmwide PVC sheet out of which 75mm shall be flat and 20mm shallbe tapered onboth sides to form lock rail. Top, button and lock rails shall beprovided either sideof the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheetbe provided asgap insert for top rail & bottom rail, panelling of 5mm thick bothside 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 thickPVC strip of 20mmwidth is to be stuck on the interior side of the ‘C Channel usingPVC solvent adhesiveetc. complete as per direction of Engineer-in-charge.manufacturer’s specification& drawing.

24009 1-9-120-2 3,110.20


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together with solvent cement adhesive. An additional 5mm thickPVC strip of 20mmwidth is to be stuck on the interior side of the ‘C Channel usingPVC solvent adhesiveetc. complete as per direction of Engineer-in-charge.manufacturer’s specification& drawing.

Providing and fixing ISI marked oxidised M.S. pressedParliamentary hinges withnecessary screws etc.

1-9-58

Nos.150x125x27x2.80 mm24010 1-9-58-1 46.40

Nos.125x125x27x2.80 mm24011 1-9-58-2 13.80

Nos.100x125x27x2.80 mm24012 1-9-58-3 33.90

Nos.75x100x20x2.24 mm24013 1-9-58-4 26.00

metreProviding and fixing factory made P.V.C. door frame of size50x47mm with a wallthickness of 5mm, made out of extruded 5mm rigid PVC foamsheet mitred at cornersand joined with 2 Nos. of 150mm long brackets of 15x15mm M.S.square tube, thevertical door profiles to be reinforced with 19x19mm M.S. squaretube of 19 gauge,EPDM rubber gasket weather seal to be provided through out theframe. The doorframe to be fixed to the wall using M.S. screws of 65/100mm sizecomplete as permanufacturers specification and direction of Engineer-in-Charge.

24014 1-9-119 426.40


sq.m24 mm thick factory made PVC door shutters made of styles andrails of a UPVChollow section of size 59x24 mm and wall thickness 2 mm ± 0.2mm with inbuiltedging on both sides. The styles and rails mitred and joined at thecorners by meansof M.S. galvanised/plastic brackets of size 75x220 mm having wallthickness 1.0mm and stainless steel screws. The styles of the shutter reinforcedby insertinggalvanised M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wallthickness. The lockrail made up of’H’ section, a UPVC hollow section of size 100x24mm and 2 mm ±0.2 mm wall thickness fixed to the shutter styles by means ofplastic/galvanisedM.S. ‘U’ cleats. The shutter frame filled with a UPVCmulti-chambered single panelof size not less than 620 mm, having over all thickness of 20 mmand 1 mm ± 0.1 mmwall thickness . The panels filled vertically and tie bar at two placesby insertinghorizontally 6 mm galvanised M.S. rod and fastened with nuts andwashers, completeas per manufacturer’s specification and direction ofEngineer-in-charge. (For W.C.and bathroom door shutter).

24015 1-9-118-1 2,641.90


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plastic/galvanisedM.S. ‘U’ cleats. The shutter frame filled with a UPVCmulti-chambered single panelof size not less than 620 mm, having over all thickness of 20 mmand 1 mm ± 0.1 mmwall thickness . The panels filled vertically and tie bar at two placesby insertinghorizontally 6 mm galvanised M.S. rod and fastened with nuts andwashers, completeas per manufacturer’s specification and direction ofEngineer-in-charge. (For W.C.and bathroom door shutter).

sq.m30mm thick factory made Polyvinyl Chloride (PVC) door shuttermade of stylesand rails of a UPVC profile section of size 30mm x 60mm and wallthickness 2mm±0.2mm with inbuilt decorative moulding edging on one side. Thestyles and railswith plastic brackets of size 75x220mm mitre and welded at thecorners. The- stilesof the shutter reinforced by inserting galvanized M.S. tube of size25x20mm 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 thicknesswelded to theshutter style with a UPVC profile section single panel of size notless than 620mm,having overall thickness of 20 mm and 1 mm±0.1 mm wallthickness with 20 mmpanel beading of suitable size /Glass(4mm thick plain glass)/louversection, louverframe of suitable size, as per manufactures specification anddirection of Engineerin-charge. (For W.C. and bathroom door Shutter)

24016 1-9-118-2 2,739.50

sq.m25mm thick PVC flush door shutters upto 737mm width of colourand shade asapproved by Engineer-in-charge made out of a one piece Multichamber extrudedPVC section of the size of 762mm X 25mm or less as perrequirement with anaverage wall thickness of 1mm ± 0.3mm. PVC foam end cap ofsize 23x10mm areprovided on both vertical edges to ensure the overall thickness of25mm. An MStube having dimensions 19mm x 19mm is inserted along the hingeside of thedoor. Core of the door shutter should be filled with High DensityPolyurethane foam. The Top & Bottom edges of the shutter arecovered with an end-cap of thesize 25mm X 11mm. Door shutter shall be reinforced with specialpolymericreinforcements as per manufactures’ specification and drawing totake upnecessary hardware and fixtures. Stickers indicating the locationsof hardwarewill be pasted at appropriate places

24017 1-9-118-3 2,844.10


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Rate In (Rs.)


side of thedoor. Core of the door shutter should be filled with High DensityPolyurethane foam. The Top & Bottom edges of the shutter arecovered with an end-cap of thesize 25mm X 11mm. Door shutter shall be reinforced with specialpolymericreinforcements as per manufactures’ specification and drawing totake upnecessary hardware and fixtures. Stickers indicating the locationsof hardwarewill be pasted at appropriate places

Providing and fixing factory made UPVC door frame made of UPVCextruded, sectionhaving an overall dimension, as below (tolerance +/- 1mm) withwall thickness2.0mm+/- 02mm. corners of the door frame to be jointed withgalvanized bracketsand stainless steel screws, joint mitred and plastic wilded. Thehinge side verticalof the frames reinforced by galvanized M.S. tube of size 19X19mmand 1 mm +/- 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to theframe complete asper manufacturers specification and direction ofEngineer-in-charge

1-9-117

metreExtruded section Profile size 48x40 mm.24018 1-9-117-1 171.10

metreExtruded section Profile size 42x50 mm.24019 1-9-117-2 178.10

Providing and fixing ISI marked oxidised M.S. single acting springhinges withnecessary screws etc.

1-9-59

Nos.150 mm24020 1-9-59-1 119.20

Nos.125 mm24021 1-9-59-2 112.30

Nos.100 mm24022 1-9-59-3 90.80

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

24023 1-9-116 8.40

setProviding and fixing powder coated telescopic drawer channels300mm long withnecessary screws etc. complete as per directions ofEngineer-in-charge.

24024 1-9-115 144.40


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Rate In (Rs.)


Providing and fixing oxidised M.S. double acting spring hinges withnecessaryscrews etc

1-9-60

Nos.150 mm24025 1-9-60-1 122.70

Nos.125 mm24026 1-9-60-2 108.80

Nos.100 mm24027 1-9-60-3 85.00

Providing and fixing magnetic catcher in cupboard / ward robeshutters includingfixing with necessary screws etc. complete (Best make of approvedquality.

1-9-114

Nos.Triple strip vertical type.24028 1-9-114-1 22.20

Nos.Double strip (horizontal type).24029 1-9-114-2 17.60

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

24030 1-9-113 258.20

metreProviding and fixing 2nd class teak wood lipping/ moulded beadingor Taj beadingof size 18X5mm fixed with wooden adhesive like fevicol etc andscrews/ nails on theedges of the prelaminated particle board as per direction ofEngineer-in-charge.

24031 1-9-112 38.50

Providing M.S. Piano hinges ISI marked IS : 3818 finished withnickel plating andfixing with necessary screws etc.

1-9-61

metreOverall width 35 mm.24032 1-9-61-1 100.50



Providing and fixing wooden moulded corner beading of triangularshape to thejunction of panelling etc. with iron screws, plugs and priming coaton unexposedsurface etc. complete 2nd class teak wood.

1-9-111

metre50x50 mm (base and height).24035 1-9-111-1 130.50

sq.mProviding and fixing Bamboo jaffery/ fencing consisting of superiorquality 25mmdia (Average) half cut bamboo placed vertically and fixed togetherwith three numbershorizontal running members of hollock wood in scantling of section50X25mm fixedwith nails and G.I wire to existing support complete as perdirection of Engineer-incharge.

24036 1-9-110 6,281.80


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Rate In (Rs.)


with three numbershorizontal running members of hollock wood in scantling of section50X25mm fixedwith nails and G.I wire to existing support complete as perdirection of Engineer-incharge.

Providing and fixing ISI marked oxidised M.S.sliding door boltswith nuts andscrews etc

1-9-62

Nos.300x16mm24037 1-9-62-1 46.50

Nos.250x16 mm24038 1-9-62-2 35.20

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

24039 1-9-109 35.50

Providing and fixing PTMT Tower Bolts with 12 mm one piece rodinside andnecessary screws etc., complete.

1-9-108

Nos.152x42x18 mm weighing not less than 60 gms.24040 1-9-108-1 88.50


Providing and fixing PTMT Butt hinges with necessary screws etc.complete.

1-9-107

Nos.PTMT butt hinges 75x60x10mm24042 1-9-107-1 58.00

Nos.100x75x10 mm fitted with 5.5 mm dia MSBright Bar Rod weighingnot less than 53gms.

24043 1-9-107-2 76.90

Providing and fixing PTMT handles with necessary screws etc.complete.

1-9-106



Providing and fixing ISI marked oxidised M.S. tower bolt blackfinish, (Barrel type)with necessary screws etc.

1-9-63

Nos.250x10 mm24046 1-9-63-1 41.80

Nos.200x10 mm24047 1-9-63-2 35.20

Nos.150x10 mm24048 1-9-63-3 28.70

Nos.100x10 mm24049 1-9-63-4 21.10

Providing and fixing partition upto ceiling height consisting of G.I.frame andrequired board including providing and fixing of frame work madeof special sectionpower pressed/ role form G.I. sheet with zinc coating of grade 175consisting offloor and ceiling channel 50mm wide having equal flanges of32mm and 0.5mmthick fixed to the floor and ceiling at the spacing of 610mm centreto centre withdash fastener of 12.5mm dia-meter,40mm length and the studs48mm wide havingone flange of 34mm and other flange 36mm and 0.50mm thickfixed vertically withinflanges of floor and ceiling channel and placed at a spacing of610mm centre tocentre by 6mm dia bolts and nuts at both ends of partition fixedflush to wall withrawl plugs at spacing 450mm centre to centre and fixing of boardsto either side offrame work by 25mm drive all screws on studs, floor and ceilingchannels at thespacing of 300mm centre to centre, including jointing and finishingto a flush finishwith recommended jointing compound, jointing tape, joint finisherand two coatsof primer suitable for board as per manufacture’s specificatior anddirection ofengineer-in-charge all complet

1-9-105


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Rate In (Rs.)


of special sectionpower pressed/ role form G.I. sheet with zinc coating of grade 175consisting offloor and ceiling channel 50mm wide having equal flanges of32mm and 0.5mmthick fixed to the floor and ceiling at the spacing of 610mm centreto centre withdash fastener of 12.5mm dia-meter,40mm length and the studs48mm wide havingone flange of 34mm and other flange 36mm and 0.50mm thickfixed vertically withinflanges of floor and ceiling channel and placed at a spacing of610mm centre tocentre by 6mm dia bolts and nuts at both ends of partition fixedflush to wall withrawl plugs at spacing 450mm centre to centre and fixing of boardsto either side offrame work by 25mm drive all screws on studs, floor and ceilingchannels at thespacing of 300mm centre to centre, including jointing and finishingto a flush finishwith recommended jointing compound, jointing tape, joint finisherand two coatsof primer suitable for board as per manufacture’s specificatior anddirection ofengineer-in-charge all complet

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

24050 1-9-105-1 1,024.90

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

24051 1-9-105-2 857.70

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

24052 1-9-105-3 1,036.60

sq.m66mm overall thickness partition using 8mm thick double skinnon- asbestosmultipurpose cement board reinforced with cellulose fibremanufactured 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, withsuitable fibre cement screw.

24053 1-9-105-4 1,162.00


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Rate In (Rs.)


multipurpose cement board reinforced with cellulose fibremanufactured 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, withsuitable fibre cement screw.

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

24054 1-9-64 45.80

Providing and fixing ISI marked oxidised M.S. door latchesconforming to IS:5930with screws etc.

1-9-65

Nos.300x20x6 mm24055 1-9-65-1 41.10

Nos.250x20x6 mm24056 1-9-65-2 41.10

Providing and fixing ISI marked oxidised M.S. handles conformingto IS:4992 withnecessary screws etc.

1-9-66

Nos.125 mm24057 1-9-66-1 12.90

each100 mm24058 1-9-66-2 10.00

Nos.75 mm24059 1-9-66-3 7.20

Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 withnecessary screws etc.

1-9-67

Nos.150 mm24060 1-9-67-1 15.50

Nos.115 mm24061 1-9-67-2 14.00

Nos.90 mm24062 1-9-67-3 11.50

Providing and fixing oxidised M.S. casement stays (straight pegtype) with necessaryscrews etc.

1-9-68

Nos.300 mm weighing not less than 200 gms.24063 1-9-68-1 24.30



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

24066 1-9-69 65.00


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

24067 1-9-104 51.70

Providing and fixing IS : 12817 marked stainlesssteel butt hingeswith stainlesssteel screws etc.

1-9-70

Nos.125x64x1.90 mm24068 1-9-70-1 57.80

Hinges100X58X1.90 mm24069 1-9-70-2 43.60

Hinges75x47x1.80 mm24070 1-9-70-3 29.80

Hinges50x37x1.50 mm24071 1-9-70-4 18.70

LockProviding and fixing bright finished brass 100 mm mortice latchand lock ISI marked with six levers and a pair of anodised (anodiccoating not less than grade AC 10 as per IS : 1868) aluminiumlever handles with necessary screws etc. complete (Best make ofapproved quality).

24072 1-9-103 542.10

Casement stays

Providing and fixing aluminium casement stays ISI markedanodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade withnecessary screws etc. complete.

24073 1-9-102 57.90

Providing and fixing aluminium hanging floor door stopper ISImarked anodised(anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed torequired colour and shade with necessary screws etc. complete.

1-9-101

Doorstopper

s

Single rubber stopper24074 1-9-101-1 23.40

Doorstopper

s

Twin rubber stopper24075 1-9-101-2 65.20

Providing and fixing IS : 12817 marked stainless steel butt hinges(heavy weight)with stainless steel screws etc.

1-9-71

Hinges125x64x2.50 mm24076 1-9-71-1 66.30

Hinges100x60x2.50 mm24077 1-9-71-2 49.40

Hinges75x50x2.50 mm24078 1-9-71-3 35.90

Providing and fixing aluminium handles ISI marked anodised(anodic coating notless than grade AC 10 as per IS : 1868) transparent or dyed torequired colour orshade with necessary screws etc. complete :

1-9-100


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Rate In (Rs.)


less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour orshade with necessary screws etc. complete :

Handles125 mm24079 1-9-100-1 59.20

Handles75 mm24080 1-9-100-2 59.10

Handles75 mm24081 1-9-100-3 34.80

Providing and fixing bright finished brass butt hinges withnecessaryscrews etc.

1-9-72

Nos.125x85x5.5 mm (heavy type)24082 1-9-72-1 230.60

Nos.125x70x4 mm (ordinary type)24083 1-9-72-2 84.20

Nos.100x85x5.5 mm (heavy type)24084 1-9-72-3 198.40

Nos.100x70x4 mm (ordinary type)24085 1-9-72-4 59.00

Nos.75x65x4 mm (heavy type)24086 1-9-72-5 76.40

Nos.75x40x2.5 mm (ordinary type)24087 1-9-72-6 36.00

Nos.50x40x2.5 mm (ordinary type)24088 1-9-72-7 18.40

Kickingplates

Providing and fixing 50cm long aluminium kicking plate 100x3.15mm 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.

24089 1-9-99 139.70

Pull boltlocks

Providing and fixing aluminium pull bolt lock anodised ISI marked(anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessaryscrews bolts, nuts and washers etc. complete.

24090 1-9-98 56.30

Providing and fixing bright finished brass parliamentary hingeswith necessaryscrews etc.

1-9-73

Hinges150x125x27x5 mm24091 1-9-73-1 40.80

Hinges125x125x27x5 mm24092 1-9-73-2 220.00

Hinges100x125x27x5 mm24093 1-9-73-3 34.20

Hinges75x100x20x3.2 mm24094 1-9-73-4 138.20

Providing and fixing bright finished brass towerbolts (barreltype)with necessaryscrews etc.

1-9-74

Towerbolts

250x10 mm24095 1-9-74-1 187.70


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Towerbolts

200x10 mm24096 1-9-74-2 152.60

Towerbolts

150x10 mm24097 1-9-74-3 117.70

Towerbolts

100x10 mm24098 1-9-74-4 81.60

Providing and fixing aluminium tower bolts ISI marked anodised(anodic coatingnot less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colouror shade with necessary screws etc. complete

1-9-97

Towerbolts

300x10 mm24099 1-9-97-1 87.20

Towerbolts

250x10 mm24100 1-9-97-2 76.00

Towerbolts

200x10 mm24101 1-9-97-3 63.80

Towerbolts

150x10 mm24102 1-9-97-4 52.10

Towerbolts

100x10 mm24103 1-9-97-5 39.50

Providing and fixing bright finished brass door latch with necessaryscrews etc.

1-9-75

Nos.300x16x5 mm24104 1-9-75-1 132.40

Nos.250x16x5 mm24105 1-9-75-2 127.70

Providing and fixing aluminium sliding door bolts ISI markedanodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent ordyed to requiredcolour or shade with nuts and screws etc. complete

1-9-96

slidingbolts

300x16 mm24106 1-9-96-1 195.80

slidingbolts

250x16 mm24107 1-9-96-2 166.80

Providing and fixing ISI marked aluminium butt hinges anodised(anodic coatingnot less than grade AC 10 as per IS : 1868) transparent or dyed torequired colouror shade with necessary screws etc. complete:

1-9-95


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Rate In (Rs.)


or shade with necessary screws etc. complete:

Nos.125x75x4 mm24108 1-9-95-1 90.30

Nos.125x63x4 mm24109 1-9-95-2 85.90

Nos.100x75x4 mm24110 1-9-95-3 81.00

Nos.100x63x4 mm24111 1-9-95-4 72.40

Nos.100x63x3.2 mm24112 1-9-95-5 77.40

Nos.75x63x4 mm24113 1-9-95-6 52.90

Nos.75x63x3.2 mm24114 1-9-95-7 43.70

Nos.75x45x3.2 mm24115 1-9-95-8 27.50

morticelatch

and lock

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

24116 1-9-76 640.80

morticelatch

and lock

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

24117 1-9-77 524.60

morticelatch

and lock

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

24118 1-9-78 531.60

Providing and fixing chromium plated brass casement stays(straight peg type)with necessary screws etc. complete :

1-9-94

windowfastener

s

300 mm weighing not less than 330 gms24119 1-9-94-1 110.20

windowfastener

s


windowfastener

s


Providing and fixing special quality bright finished brass cupboardor ward robelocks with four levers including necessary screws etc. complete(best make ofapproved quality):

1-9-79


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approved quality):

morticelatch

and lock

40 mm24122 1-9-79-1 109.90

morticelatch

and lock

50 mm24123 1-9-79-2 120.40

morticelatch

and lock

65 mm24124 1-9-79-3 136.70

morticelatch

and lock

75 mm24125 1-9-79-4 157.60

windowfastener

s

Providing and fixing chromium plated brass casement windowfastener with necessary screws etc. complete.

24126 1-9-93 84.70

Providing and fixing chromium plated brass handles with necessaryscrews etc.complete:

1-9-92

Handles125 mm24127 1-9-92-1 134.30

Handles100 mm24128 1-9-92-2 116.60

Handles75 mm24129 1-9-92-3 101.50

Cupboard knob

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

24130 1-9-80 30.50

Cupboard knob

Providing and fixing chromium plated brass 50 mm cupboard orwardrobe knobs with nuts complete.

24131 1-9-91 39.70

Providing and fixing special quality chromium plated brasscupboard locks withsix levers including necessary screws etc. complete (Best make ofapprovedquality) of :

1-9-90

morticelatch

and lock

Size 40 mm24132 1-9-90-1 113.40

morticelatch

and lock

Size 50 mm24133 1-9-90-2 134.30

morticelatch

and lock

Size 65 mm24134 1-9-90-3 149.40


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latchand lock

morticelatch

and lock

Size 75 mm24135 1-9-90-4 164.50

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

Handles125 mm24136 1-9-81-1 125.00

Handles100 mm24137 1-9-81-2 110.80

each75 mm24138 1-9-81-3 83.00

morticelatch

and lock

Providing and fixing chromium plated brass night latch includingnecessary screws etc. complete (Best make of approved quality).

24139 1-9-89 594.30

Doorstopper

s

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

24140 1-9-82 67.30

morticelatch

and lock

Providing and fixing chromium plated brass 100 mm mortice latchand lock with 6 levers and a pair of lever handles with necessaryscrews etc. complete (best make of approved quality).

24141 1-9-88 510.70

Floordoor

closers

Providing and fixing IS : 3564 marked Aluminium die cast bodytubular type universalhydraulic door closer with necessary accessories and screws etc.

24142 1-9-83 743.80

Providing and fixing bright finished brass hasp and staple (safetytype) withnecessary screws etc. complete:

1-9-87

class150 mm24143 1-9-87-1 75.20

haspsand

staples

115 mm24144 1-9-87-2 60.80

haspsand

staples

90 mm24145 1-9-87-3 49.90

Floordoor

closers

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

24146 1-9-84 1,104.60

windowfastener

s

Providing and fixing bright finished brass casement windowfastener with necessaryscrews etc.

24147 1-9-85 43.60


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Providing and fixing bright finished brasscasement stays (straightpeg type) withnecessary screws etc.

1-9-86

Casement stays


Casement stays


Casement stays


Steel Work1-10

kilogram

Structural steel work in single section fixed with or withoutconnectingplate including cutting, hoisting, fixing in position and applying aprimingcoat of approved steel primer all complete.

24151 1-10-1 54.00

kilogram

Structural steel work riveted, bolted or welded in built upsections,trusses and framed work, including cutting, hoisting, fixing inpositionand applying a priming coat of approved steel primer all complete:

24152 1-10-2 62.90

sq.mProviding and fixing in position collapsible steel shutters withverticalchannels 20x10x2mm and braced with flat iron diagonals 20x5mmsizewith top and bottom rail of T-iron 40x40x6mm with 40mmdia, steelpulleys complete with bolts, nuts, locking arrangement,stoppers,handles, including applying a priming coat of approved steelprimer.

24153 1-10-3 3,599.20

sq.mProviding and fixing 1mm thick M.S. sheet sliding-shutterswith frameand diagonal braces of 40x40x6mm angle iron, 3mm M.S.gussetplates at the junction and corners 25mm dia pulley, 40x40x6mmangleand T-iron guide at the top and bottom respectively includingapplying apriming coat of approved steel primer.

24154 1-10-4 2,774.90

Providing and fixing 1mm thick M.S. sheet door with frame of40x40x6mm angle ironand 3mm M.S. gusset plates at the junctions and corners, allnecessary fittingscomplete, including applying a priming coat of approved steelprimer

1-10-5


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necessary fittingscomplete, including applying a priming coat of approved steelprimer

sq.mUsing M.S. angels 40x40x6 mm for diagonal braces.24155 1-10-5-1 2,387.60

sq.mUsing flats 30x6mm for diagonal braces and central crosspiece.

24156 1-10-5-2 2,260.00

Supplying and fixing rolling shutters of approved make, made ofrequired size M.S.laths interlocked together through their entire length and jointedtogether at theend by end locks mounted on specially designed pipe shaft withbrackets, side guidesand arrangements for inside and outside locking with push and pulloperationcomplete including the cost of providing and fixing necessary27.5cm long wiresprings grade No.2 and M.S. top cover of required thickness forrolling shutters.

1-10-6

sq.m80x1.25mm M.S. laths with 1.25 mm thick top cover24157 1-10-6-1 1,478.00

sq.m80x1.20 mm M.S. laths with 1.20 mm thick top cover.24158 1-10-6-2 1,186.80

sq.m80x0.90 mm M.S. laths with 0.90 mm thick top cover.24159 1-10-6-3 1,122.70

eachProviding and fixing ball bearing for rolling shutters.24160 1-10-7 427.80

Extra for providing mechanical device chain and crank operationfor operating rollingshutters

1-10-8

sq.mExceeding 10.00 sqm and upto 16.80 sqm in the area24161 1-10-8-1 576.40

sq.mExceeding 16.80 sqm in area.24162 1-10-8-2 646.10

sq.mExtra for providing grilled rolling shutters manufactured outof 8 mm dia. M.S. bar instead of laths as per designapproved by Engineer-in-charge.(area of grill to be measured).

24163 1-10-9 257.90

kilogram

Fixing standard steel glazed doors, windows and ventilatorsin wallswith 15x3mm lugs 10 cm long embedded in cementconcrete blocks15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6graded stoneaggregate 20 mm nominal size) or with wooden plugs andscrews orrawl plugs and screws or with fixing clips or with bolts andnuts asrequired, including fixing of float glass panes with glazingclips andspecial metal-sash putty of approved make, or metal beadingwithscrews (only steel windows with lugs, glass panes cut tosize andglazing clips or metal beading with screws, shall be suppliedbydepartment free of cost.)

24164 1-10-10 29.60


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Rate In (Rs.)


required, including fixing of float glass panes with glazingclips andspecial metal-sash putty of approved make, or metal beadingwithscrews (only steel windows with lugs, glass panes cut tosize andglazing clips or metal beading with screws, shall be suppliedbydepartment free of cost.)

kilogram

Providing and fixing factory made ISI marked steel glazeddoors,windows and ventilators side /top /centre hung with beadingand allmembers such as K11 B and K12 B etc. complete ofstandard rolledsteel sections, joints mitred and flash butt welded and sashbarstenoned and riveted with 15x3mm lugs, 10cm long,embedded incement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3coarsesand : 6 graded stone aggregate 20mm nominal size) or withwoodenplugs and screws or rawl plugs and screws or with fixing clipsor withbolts and nuts as required, including providing and fixing ofhinges,pivots, float glass panes with glazing clips and special metal sashputtyof approved make and a priming coat of approved steelprimerexcluding the cost of metal beading and other fittingsexceptnecessary hinges or pivots complete as per approved design.

24165 1-10-11 216.80

metreExtra for providing and fixing steel beading of approvedshape andsection with screw instead of glazing clips and metal sash putty insteeldoors, windows, ventilators and composite units.

24166 1-10-12 25.70

kilogram

Providing and fixing T-iron frames for doors, windows andventilators ofmild steel Tee-sections, joints mitred and welded with 15x3mm lugs10cm long embedded in cement concrete blocks 15x10x10 cm of1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mmnominalsize) or with wooden plugs and screws or rawl plugs and screws orwithdash fastener or with fixing clips or with bolts and nuts asrequireincluding fixing of necessary butt hinges and screws andapplying apriming coat of approved steel primer.

24167 1-10-13 65.00


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Rate In (Rs.)


(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mmnominalsize) or with wooden plugs and screws or rawl plugs and screws orwithdash fastener or with fixing clips or with bolts and nuts asrequireincluding fixing of necessary butt hinges and screws andapplying apriming coat of approved steel primer.

Providing and fixing pressed steel door frames confirming to IS:4351 manufacturedfrom commercial mild steel sheet of 1.25 mm thickness includinghinges jamb, lockjamb, bead and if required angle threshold of mild steel angle ofsection 50x25mm,or base ties of 1.25mm pressed mild steel welded or rigidly fixedtogether bymechanical means, adjustable lugs with split end tail to each jambincluding steelbutt hinges 2.5mm thick with mortar guards, lock strike-plate andshock absorbersas specified and applying a coat of approved steel primer afterpre-treatment of thesurface as directed by Engineer-in-charge

1-10-14

metreProfile B24168 1-10-14-1 307.90

metreProfile C24169 1-10-14-2 331.10

metreProfile E24170 1-10-14-3 369.50

kilogram

Providing and fixing M.S. Tubular frames for doors, windows,ventilators and cupboard with L-Type section made of1.60mm thickM.S. Sheet, joints mitred and welded and grinded finishprofilesrequired size with 15x3mm lugs 10cm long embedded incementconcrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarsesand : 6graded stone aggregate 20mm nominal size) or with wooden plugsandscrews or rawl plugs and screws or with fixing clips or withbolts andnuts as required including fixing of necessary butt hinges andscrewsand applying a priming coat of approved steel primers.

24171 1-10-15 113.70

Steel work in built up tubular trusses including cutting, hoistingfixing in positionand applying a priming coat of approved steel primer, welded andbolted includingspecial shaped washers etc. complete

1-10-16


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Rate In (Rs.)


fixing in positionand applying a priming coat of approved steel primer, welded andbolted includingspecial shaped washers etc. complete

kilogram

Hot finished welded type tubes.24172 1-10-16-1 74.80

kilogram

Hot finished seamless type tubes.24173 1-10-16-2 79.70

kilogram

Electric resistance or induction butt welded tubes.24174 1-10-16-3 96.80

eachProviding and fixing M.S. fan clamp type I or II of 16 mm diaM.S. barbent to shape with hooked ends in R.C.C. slabs, beams duringlayingincluding painting the exposed portion of loop, all as perstandarddesign complete.

24175 1-10-17 94.60

eachProviding and fixing circular/ Hexagonal cast iron or M.S. sheetbox forceiling fan clamp of internal dia 140mm, 73mm height, top lid of1.5mmthick 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 of3.3mmdia. round headed screws, one lock at the corners. Clampshall bemade of 12mm dia M.S. bar bent to shape as per standarddrawing.

24176 1-10-18 100.50

kilogram

Providing and fixing M.S. round holding down bolts with nutsandwasher plates complete.

24177 1-10-19 78.40

kilogram

Providing and fixing bolts including nuts and washers complete.24178 1-10-20 94.60

kilogram

Providing and fixing M.S. rivets of sizes in position.24179 1-10-21 133.90

cmWelding by gas or electric plant including transportation of plantat siteetc. complete

24180 1-10-22 1.80

kilogram

Providing and fixing bright finished brass casement windowfastenersor peg stays to windows/ ventilators with necessary weldingandmachine screws etc. complete.

24181 1-10-23 270.10


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Rate In (Rs.)


or peg stays to windows/ ventilators with necessary weldingandmachine screws etc. complete.

eachProviding and fixing 14 mm bright finished brass spring catchto steelcentre hung ventilators with necessary welding and machinescrewsetc. complete.

24182 1-10-24 33.20

Steel work welded in built up section/framed work includingcutting, hoisting, fixingin position and applying a priming coat of approved steel primerusing steel etc. asrequired.

1-10-25

kilogram

In stringers, treads, landings etc. of stair cases including useof chequered plate wherever required, all complete

24183 1-10-25-1 65.10

kilogram

In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.

24184 1-10-25-2 64.70

Providing and fixing hand rail of approved size by welding etc. tosteel ladder railing,balcony railing and staircase railing including applying a primingcoat of approvedsteel primer.

1-10-26

kilogram

M.S. tube24185 1-10-26-1 76.00

kilogram

E.R.W. tubes.24186 1-10-26-2 99.80

kilogram

G.I. pipes.24187 1-10-26-3 96.30

Flooring1-11

Brick on edge flooring with bricks of class designation 75 includingcement slurry etc. complete in cement mortar with F.P.S. bricks

1-11-1

sq.m1:4 (1 cement : 4 coarse sand)24188 1-11-1-1 556.80

sq.m1:6 (1cement : 6 coarse sand)24189 1-11-1-2 519.10

sq.mDry brick on edge flooring in required pattern with bricks ofclass designation 75 on a bed of 12 mm mud mortarincluding filling joints with Jamuna sand (with F.P.S. bricks)complete.

24190 1-11-2 452.90

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4graded stone aggregate)finished with a floating coat of neat cement including cementslurry, but excludingthe cost of nosing of steps etc. complete.

1-11-3


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Rate In (Rs.)


finished with a floating coat of neat cement including cementslurry, but excludingthe cost of nosing of steps etc. complete.

sq.m40mm thick with 20mm nominal size stone aggregate.24191 1-11-3-3 258.00

sq.m52 mm thick cement concrete flooring with concrete hardenertopping under layer 40 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) and top layer 12 mm thick cement hardenerconsisting of mix 1:2 (1 cement hardener mix : 2 gradedstone aggregate 6 mm nominal size) by volume.hardeningcompound is mixed @ 2 litre per 50kg of cement or as permanufacturers specifications. This includes cost of cementslurry, but excluding the cost of nosing of steps etc. complete.

24192 1-11-4 381.50

sq.m62 mm thick cement concrete flooring with concrete hardenertopping under layer 50 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size) and top layer 12mm thick cement hardenerconsisting of mix 1:2 (1 cement hardener mix : 2 graded stoneaggregate 6mm nominal size) by volume. Hardening compoundis mixed @ 2 litre per 50 kg of cement or as per manufacturesspecifications. This includes cost of cement slurry, butexcluding the cost of nosing of steps etc. complete.

24193 1-11-5 438.40

sq.mCement plaster skirting (up to 30 cm height) with cementmortar 1:3 (1 cement : 3 coarse sand) finished with a floatingcoat of neat cement. 18 mm thick

24194 1-11-6 219.00

cu.mCement concrete pavement with 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size)including finishing complete.

24195 1-11-7 5,029.30

sq.mExtra for making chequers of approved pattern on cementconcrete floors, steps, landing, pavements etc.

24196 1-11-8 18.90

40 mm thick marble chips flooring rubbed and polished togranolithic finish, underlayer 34 mm thick cement concrete 1:2:4 (1 cement: 2 coarsesand : 4 graded stoneaggregate 12.5mm nominal size) and top layer 6mm thick withwhite, black,chocolate, grey, yellow or green marble chips of sizes from lmm to4mm nominalsize laid in cement marble powder mix 3:1 (3 cement: 1 marblepowder) by weightin proportion of 4:7 (4 cement marble powder mix : 7 marblechips) by volumeincluding cement slurry etc. complete

1-11-9


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Rate In (Rs.)


sq.mDark shade pigment with ordinary cement.24197 1-11-9-1 405.60

sq.mLight shade pigment with white cement.24198 1-11-9-2 531.80

sq.mMedium shade pigment with 50% white cement and 50%ordinary cement.

24199 1-11-9-3 523.90

sq.mWhite cement without any pigment.24200 1-11-9-4 0.00

sq.mLight shade pigment with ordinary cement.24201 1-11-9-5 0.00

sq.mOrdinary cement without any pigment.24202 1-11-9-6 0.00

40 mm thick marble chips flooring, rubbed and polished togranolithic finish, underlayer 3lmm thick cement concrete 1:2:4 (1 cement: 2 coarsesand : 4 graded stoneaggregate 12.5mm nominal size) and top layer 9mm thick withwhite, black, chocolate,grey, yellow or green marble chips of sizes from 4mm to 7mmnominal size laid incement marble powder mix 3:1 (3 cement: 1 marble powder) byweight in proportionof 4:7 (4 cement marble powder : 7 marble chips) by volumeincluding cement slurryetc. complete.

1-11-10

sq.mDark shade pigment with Ordinary cement24203 1-11-10-1 486.40

sq.mLight shade pigment with white cement.24204 1-11-10-2 1,800.80


24205 1-11-10-3 197.70




40 mm thick marble chips flooring, rubbed and polished togranolithic finish,under layer 28 mm thick cement concrete 1:2:4 (1 cement: 2coarse sand : 4graded stone aggregate 12.5mm nominal size) and top layer12mm thick withwhite, black, chocolate, grey yellow or green marble chips of sizesfrom 7mm to10mm nominal size laid in cement marble powder mix 3:1 (3cement: 1 marblepowder) by weight in proportion of 2:3 (2 cement marble powdermix : 3 marblechips) by volume including cement slurry etc. complete

1-11-11


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Rate In (Rs.)


chips) by volume including cement slurry etc. complete

sq.mDark shade pigment with ordinary cement.24209 1-11-11-1 576.00

sq.mLight shade pigment with white cement.24210 1-11-11-2 289.10

sq.mMedium shade pigment with 50% white cement and 50%ordinary cement

24211 1-11-11-3 816.80




Marble chips skirting (upto 30 cm height) rubbed and polished togranolithicfinish, top layer 6 mm thick with white, black, chocolate, grey,yellow or greenmarble chips of sizes from smallest to 4 mm nominal size laid incement marblepowder mix 3:1 (3 cement : 1 marble powder) by weight inproportion of 4:7 (4cement marble powder mix : 7 marble chips) by volume

1-11-12

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.24215 1-11-12-1-1 472.20

sq.mLight shade pigment with white cement.24216 1-11-12-1-2 597.50


24217 1-11-12-1-3 1,740.50

sq.mWhite cement without any pigment.24218 1-11-12-1-4 488.30

sq.mLight shade pigment with ordinary cement.24219 1-11-12-1-5 584.90

sq.mOrdinary cement without any pigment.24220 1-11-12-1-6 4,896.90

metreProviding and fixing glass strips in joints of terrazo/ cementconcretefloors. 40 mm wide and 4 mm thick.

24221 1-11-13 23.10

sq.mExtra for laying terrazo flooring on staircase treads notexceeding 30cm in width including cost of forming, nosing etc. s

24222 1-11-14 190.10

sq.mCrazy marble stone flooring including filling the gaps withlight shadepigment with white cement marble powder mixture (3 partsof whitecement : 1 part of marble powder) by weight in proportionof 4:7 (4cement marble powder mix : 7 white, black or white and blackmarblechips of sizes from 1mm to 4mm nominal size by volume)and underlayer 25mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4graded stone aggregate 12.5 mm nominal size) rubbing,polishing andcement slurry etc. complete : 18 mm thick crazy marble stonewhite, black or asspecified.

24223 1-11-15 4,438.50


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Rate In (Rs.)


cement : 1 part of marble powder) by weight in proportionof 4:7 (4cement marble powder mix : 7 white, black or white and blackmarblechips of sizes from 1mm to 4mm nominal size by volume)and underlayer 25mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4graded stone aggregate 12.5 mm nominal size) rubbing,polishing andcement slurry etc. complete : 18 mm thick crazy marble stonewhite, black or asspecified.

Precast terrazo tiles 22mm thick with graded marble chips of sizeupto 12mmlaid in floors, and landings, jointed with neat cement slurry mixedwith pigmentto match the shade of the tiles including rubbing and polishingcomplete withprecast tiles on 20mm thick bed of cement mortar 1:4(1cement :4 coarse sand):

1-11-16

sq.mLight shade using white cement.24224 1-11-16-1 3,031.90

sq.mMedium shade using 50%white cement and 50% ordinarycement.

24225 1-11-16-2 2,869.90

sq.mDark shade using ordinary cement.24226 1-11-16-3 2,652.90

sq.mOrdinary cement without any pigment.24227 1-11-16-4 2,707.90

sq.mExtra if terrazo tiles are laid in treads of steps not exceeding 30cm in width.

24228 1-11-17 225.10

Precast terrazo tiles 22 mm thick with graded marble chips of sizesupto 12 mm inskirting and risers of steps not exceeding 30 cm in height on 12mm thick cementplaster 1:3 (1 cement : 3 coarse sand) jointed with neat cementslurry mixed withpigment to match the shade of the tiles, including rubbing andpolishing completewith tiles of

1-11-18


sq.mMedium shades using 50% white cement and 50% ordinarycement.

24230 1-11-18-2 3,916.80



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Rate In (Rs.)



Chequered terrazo tiles 22 mm thick with graded marble chips ofsize up to 6 mm infloors jointed with neat cement slurry mixed with pigment tomatch the shade ofthe tiles including rubbing and polishing complete on 20 mm thickbed of cementmortar 1:4 (1 cement :4 coarse sand)

1-11-19

sq.mLight shade using white cement.24233 1-11-19-1 765.20

sq.mMedium shade using 50% white cement, 50% ordinarycement.

24234 1-11-19-2 287.00



Chequerred precast cement concrete tiles 22 mm thick in footpath& courtyardjointed with neat cement slurry mixed with pigment to match theshade of tilesincluding rubbing and cleaning etc. complete on 20 mm thick bedof cement mortar1:4 (1 cement: 4 coarse sand).

1-11-20


sq.mMedium shade using 50% white cement 50% Greycement.

24238 1-11-20-2 1,668.60



Providing and fixing 10mm thick acid and/or alkali resistant tiles ofapprovedmake and colour using acid and/or alkali resisting mortar beddingand joints filledwith acid and/or alkali resisting cement as per IS : 4457 completeas per thedirection of Engineer-in- Charge.

1-11-21

In flooring on a bed of 10 mm thick mortar 1:4(1 acid proofcement: 4 coarse sand).

1-11-21-1

sq.mAcid and alkali resistant tile.24241 1-11-21-1-1 252.60

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.

24242 1-11-21-2-2 281.20


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Rate In (Rs.)


cement : 4 coarse sand). Acid and alkali resistant tile.

sq.mTile work in skirting, risers of steps and dado (up to 2 m height)over 12mm thick bed of cement

24243 1-11-22 657.70

Marble stone flooring with 18mm thick marble stone (sample ofmarble shall beapproved by Engineer-in-charge) over 20 mm (average) thick baseof cement mortar1:4 (1 cement : 4 coarse sand) laid and jointed with grey cementslurry includingrubbing and polishing complete with

1-11-23

sq.mMakrana white second quality.24244 1-11-23-1 3,240.10

sq.mRaj Nagar plain.24245 1-11-23-2 1,159.10

sq.mAgaria White24246 1-11-23-3 2,089.90

sq.mBlack Zebra.24247 1-11-23-4 1,152.20

sq.mUdaipur green marble24248 1-11-23-5 1,421.50

sq.mPink plain marble.24249 1-11-23-6 1,361.90

metreExtra for pre finished nosing to treads of steps of marble stone.24250 1-11-24 1,429.70

sq.mExtra for marble stone flooring in treads of steps and risers usingsinglelength up to 2.00 metre .

24251 1-11-25 1,607.80

sq.mKota stone slab flooring over 20 mm (average) thick base laid overandjointed with grey cement slurry mixed with pigment to match theshadeof the slab including rubbing and polishing complete withbase ofcement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick.

24252 1-11-26 699.00

sq.mKota stone slabs 25 mm thick in risers of steps, skirting,dado andpillars laid on 12 mm (average) thick cement mortar 1:3 (1cement 3coarse sand) and jointed with grey cement slurry mixed withpigment tomatch the shade of the slabs, including rubbing and polishingcomplete.

24253 1-11-27 609.80

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


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Rate In (Rs.)




40 mm thick fine dressed stone flooring over 20 mm (average)thick base of cementmortar 1:5 (1 cement : 5 coarse sand) including pointing withcement mortar 1:2 (1cement: 2 stone dust) with an admixture of pigment to match theshade of stone.

1-11-29

sq.mRed sand stone24256 1-11-29-1 367.80

sq.mWhite sand stone24257 1-11-29-2 380.70

40 mm thick rubbed stone flooring over 20 mm (average) thickbase of cementmortar 1:5(1 cement :5 coarse sand) with joints 3mm thick, sidebuttered withcement mortar 1:2 (1 cement : 2 stone dust) admixed withpigment to match theshade of stone and pointing with same mortar

1-11-30



metreExtra for pre finished nosing in treads of steps of Kotastone/ sand stone slab.

24260 1-11-31 484.70

sq.mExtra for Kota stone/ sand stone in treads of steps andrisers usingsingle length up to 1.05 metre .

24261 1-11-32 94.50

25mm wooden planking, tongued and grooved in flooring includingfixing withiron screws complete with

1-11-33


sq.mSecond class deodar wood24263 1-11-33-2 1,514.40

sq.m38mm thick wood block flooring of first class teak wood laid over25mmthick leveling layer of cement concrete 1:2:4 (1 cement : 2 coarsesand: 4 graded stone aggregate 10mm nominal size) to be paidseparatelycoated with a thin layer of hot bitumen (blown type) @ 2.45 kg persqm.including fixing blocks in position after dipping in hotbitumen (blowntype) up to half depth, planed, levelled smooth and finishedcomplete.

24264 1-11-34 4,389.90


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Rate In (Rs.)


type) up to half depth, planed, levelled smooth and finishedcomplete.

kilogram

Providing and fixing M.S. angle 50x50x5 mm to act as nosing withlugsof M.S. flat 10x5 mm 10cm long forked at end 60cm apart(minimumthree lugs to be provided) including necessary welding andapplying apriming coat of approved primer on exposed surface etc. complete.

24265 1-11-35 978.10

sq.mProviding and fixing Ist quality ceramic glazed wall tilesconforming toIS : 15622 (thickness to be specified by the manufacture ) ofapprovedmake in all colours, shades except burgundy, bottle green, black ofanysize as approved by Engineer-in-Charge in skirting, risers ofsteps anddados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3coarsesand) and jointing with grey cement slurry @ 3.3kg per sqmincludingpointing in white cement mixed with pigment of matchingshadecomplete.

24266 1-11-36 677.60

sq.mProviding and laying Ceramic glazed floor tiles 300x300 mm(thicknessto be specified by the manufacturer) of 1st qualityconforming to IS :15622 of approved make in colours such as White, Ivory, Grey,FumeRed Brown, laid on 20 mm thick Cement Mortar 1:4 (1Cement : 4Coarse sand) including pointing the joints with white cementandmatching pigment etc., complete.

24267 1-11-37 729.70

sq.mProviding and laying Ceramic glazed floor tiles 300x300 mm(thicknessto be specified by the manufacturer) of 1st qualityconforming to IS :15622 of approved make in all colours, shades, exceptWhite, Ivory,Grey, Fume Red Brown laid on 20mm thick bed of CementMortar 1:4(1 Cement : 4 Coarse sand) including pointing the jointswith whitecement and matching pigments etc., complete.

24268 1-11-38 758.70


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Rate In (Rs.)


cement and matching pigments etc., complete.

sq.mProviding and laying rectified Glazed Ceramic floor tiles 300x300mm ormore (thickness to be specified by the manufacturer) of 1stqualityconforming to IS : 15622 of approved make in coloursWhite, Ivory,Grey, Fume Red Brown, laid on 20mm thick cement mortar1:4 (1Cement : 4 Coarse sand) including grouting the joints with whitecementand matching pigments etc., complete.

24269 1-11-39 930.40

sq.mProviding and laying rectified Glazed Ceramic floor tiles 300x300mm ormore (thickness to be specified by the manufacturer) of 1stqualityconforming to IS : 15622 of approved make in all colours,shades,except White, Ivory, Grey, Fume Red Brown, laid on 20 mmthickCement Mortar 1:4 (1 Cement : 4 Coarse sand) includingpointing thejoints with white cement and matching pigments etc., complete.

24270 1-11-40 891.70

Providing and laying vitrified floor tiles in different sizes (thicknessto be specifiedby the manufacturer) with water absorption’s less than 0.08% andconforming toIS : 15622 of approved make in all colours and shades, laid on20mm thick cementmortar 1:4 (1 cement: 4 coarse sand) including grouting the jointswith white cementand matching pigments etc., complete.

1-11-41

sq.mSize of Tile 50x50 cm24271 1-11-41-1 1,178.20




sq.mDeduct for not using 20mm thick cement mortar 1:4 (1cement : 4coarse sand) bedding in laying of floor tiles.

24275 1-11-42 288.00

sq.mFixing glazed/ Ceramic/ Vitrified floor tiles with cement basedhighpolymer modified quick-set tile adhesive (Water based)conforming toIS: 15477 , using 5kg. adhesive per sqm of tile area, inaverage 3mmthickness.

24276 1-11-43 286.60


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Rate In (Rs.)


conforming toIS: 15477 , using 5kg. adhesive per sqm of tile area, inaverage 3mmthickness.

Roofing1-12

Providing corrugated G.S. sheet roofing including vertical/curvedsurface fixedwith polymer coated J or L hooks, bolts and nuts 8 mm diameterwith bitumen andG.I. limpet washers or with G.I. limpet washers filled with whitelead and includinga coat of approved steel primer and two coats of approved painton overlapping ofsheets complete upto any pitch in horizontal/ vertical or curvedsurfaces) excludingthe cost of purlins, rafters and trusses and including cutting to sizeand shapewherever required

1-12-1

sq.m1.00mm thick with zinc coating not less than 275gm/m24277 1-12-1-1 989.20

sq.m0.80mm thick with zinc coating not less than 275gm/m24278 1-12-1-2 827.90

sq.m0.63 mm thick with zinc coating not less than 275gm/ m24279 1-12-1-3 690.50

Extra for straight cutting in C.G.S. sheet roofing for makingopening of areaexceeding 40 sq. decimeter for chimney stacks, sky light etc.

1-12-2

metre1.00 mm thick24280 1-12-2-1 24.20

metre0.80 mm thick24281 1-12-2-2 19.40

metre0.63 mm thick24282 1-12-2-3 19.40

Extra for circular cutting in C.G.S. sheet roofing for makingopening of areaexceeding 40 square decimeter

1-12-3

metre1.00 mm thick24283 1-12-3-1 128.80

metre0.80 mm thick24284 1-12-3-2 102.80

metre0.63 mm thick24285 1-12-3-3 102.80

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. limpetand bitumenwashers complete.

1-12-4

metre0.80mm thick with zinc coating not less than 275gm/m24286 1-12-4-1 409.10


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Rate In (Rs.)



Providing valleys of 90cm wide overall in plain G.S. sheet fixedwith polymer coatedJ, or L hooks, bolts and nuts 8mm dia.. G.I. limpet and bitumenwashers complete

1-12-5


Providing flashing of 40 cm over all width in plain, G.S. sheet fixedwith polymercoated J, or L hooks, bolts and nuts, G.I. limpet and bitumenwasher 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 plainG.S. sheet gutterwith iron brackets 40x3mm size, bolts, nuts and washers etc.including makingnecessary connections with rain water pipes complete

1-12-7



sq.mProviding non-asbestos high impact Polypropylene reinforcedcement6mm thick corrugated sheets (as per IS: 14871) roofing up to anypitchand fixing with polymer coated J, or L hooks, bolts and nuts8mm dia.G.I. plain and bitumen washers or with self drilling fastener andEPDMwashers etc. complete excluding the cost of purlins, rafters andtrusses:corrugated sheets and including cutting to size and shapewhereverrequired.

24292 1-12-08 358.20

metreExtra for straight cutting in non- asbestos polypropylenereinforcedcement corrugated, semi-corrugated 6 mm thick sheet roofingformaking openings of area exceeding 40 square decimeter forchimneystacks, skylights etc.

24293 1-12-09 19.40

metreExtra for circular cutting in non-asbestos polypropylenereinforcedcement corrugated/semi-corrugated 6 mm thick sheet roofingformaking openings of area exceeding 40 square decimeter.

24294 1-12-10 53.60


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Rate In (Rs.)


reinforcedcement corrugated/semi-corrugated 6 mm thick sheet roofingformaking openings of area exceeding 40 square decimeter.

metreExtra for providing and fixing wind ties of 40x 6mm flat ironsection.

24295 1-12-11 90.70

Providing and fixing ridges and hips in non-asbestos fibre cementhigh impactpolypropylene reinforced roofing with suitable fixing accessories orself drillingfastener and EPDM washer etc. complete

1-12-12

metreCorrugated serrated adjustable ridges24296 1-12-12-1 317.80

metrePlain wing adjustable ridges24297 1-12-12-2 341.60

metreClose fitting adjustable ridges24298 1-12-12-3 420.90

metreUnserrated adjustable hips24299 1-12-12-4 352.30

Providing and fixing non-asbestos fibre cement high impactpolypropylenereinforced roofing accessories in all colour with polymer coated J orL hooks,bolts and nuts and or G.I. seam bolts and nuts, G.I. plain andbitumen washers orwith self drilling fastener and EPDM washer etc. complete:

1-12-13

metreCorrugated apron pieces24300 1-12-13-1 216.70

metreEave's filler pieces24301 1-12-13-2 147.70

metreNorth light curves24302 1-12-13-3 322.30

metreventilator curves24303 1-12-13-4 425.30

metreBarge boards24304 1-12-13-5 366.30

pairRidge finials24305 1-12-13-6 138.20

eachSpecial north light curves24306 1-12-13-7 435.50

metreS type louvers24307 1-12-13-8 221.90

metreProviding flat iron brackets 50x3mm size with necessary bolts,nuts andwashers etc. for fixing asbestos cement/G.S. sheets gutterswithpurlins.

24308 1-12-14 92.40

Painting top of roofs with bitumen of approved quality at 17kg per10 sqmimpregnated with a coat of coarse sand at 60 cudm per 10 sqmincluding cleaningthe slab surface with brushes and finally with a piece of clothlightly soaked inkerosene oil complete

1-12-15


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Rate In (Rs.)


including cleaningthe slab surface with brushes and finally with a piece of clothlightly soaked inkerosene oil complete

sq.mWith residual type petroleum bitumen of penetration 80/10024309 1-12-15-1 99.20

sq.mto slope consolidated and plastered with 25 mm thick mud mortarmixedwith bhusa at 35 kg per cum of earth and gobri leaping with mix1:1 (1clay : 1 cow dung) and covered with flat tile bricks of classdesignation100 grouted with cement mortar 1:3 (1 cement : 3 fine sand)mixed with2% of integral water proofing compound by weight ofcement andfinished neat : With F.P.S. brick tiles

24310 1-12-16 376.10

sq.m10cm thick (average) mud phaska of damped brick earth onroofs laidto slope consolidated and plastered with 25mm thick mudmortar withbhusha at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay :1 cow-dung) and covered with machine moulded tile bricksof classdesignation 125 conforming to IS : 2690 (Part I) -1992grouted withcement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% ofintegralwater proofing compound by weight of cement and finished neat. With machine moulded F.P.S. brick tiles

24311 1-12-17 381.20

sq.mExtra for every additional 1 cm thickness of mud phaska24312 1-12-18 8.30

sq.mProviding and laying brick tiles of class designation 100 overmumtyroofs grouted with cement mortar 1:3 (1 cement : 3 finesand) mixedwith 2% of integral water proofing compound by weight of cement,overa 12 mm layer of cement mortar 1:3 (1 cement : 3 finesand) andfinished neat : With F.P.S. brick tiles

24313 1-12-19 323.40

sq.mProviding and laying pressed clay tiles (as per approved pattern 20mmnominal thickness and of approved size) on roofs jointed withcementmortar 1:4 (1 cement : 4 coarse sand) mixed with 2%integral waterproofing compound laid over a bed of 20 mm thick cement mortar1:4 (1cement : 4 coarse sand) and finished neat complete.

24314 1-12-20 455.50


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Rate In (Rs.)


mortar 1:4 (1 cement : 4 coarse sand) mixed with 2%integral waterproofing compound laid over a bed of 20 mm thick cement mortar1:4 (1cement : 4 coarse sand) and finished neat complete.

metreProviding gola 75x75 mm in cement concrete 1:2:4 (1cement : 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

24315 1-12-21 82.60

eachMaking khurras 45x45 cm with average minimum thicknessof 5 cmcement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stoneaggregate of 20 mm nominal size) over P.V.C. sheet1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement :3 coarse sand) and a coat of neat cement rounding theedge sandmaking and finishing the outlet complete.

24316 1-12-22 135.90

Providing sand stone slab for roofing and laying them in cementmortar 1 : 4 (1cement: 4 coarse sand) over wooden karries or R.C.C. battens(Karries andbattens to be paid separately) including pointing the ceiling jointswith 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 thick24317 1-12-23-1-1 337.40

White sand stone slab1-12-23-2

sq.mWhite sand stone slab 40 to 50 mm thick24318 1-12-23-2-1 360.40

Providing and fixing insulating board ceiling of approved qualitywith necessarynails etc. complete (frame work to be paid separately)

1-12-24

Natural colour insulating board1-12-24-1

sq.m12 mm thick24319 1-12-24-1-1 396.30

White face insulating board1-12-24-2

sq.mWhite face insulating board 12 mm thick24320 1-12-24-2-1 494.60


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Rate In (Rs.)


Flame retardant face insulating board1-12-24-3

sq.mFlame retardant face insulating board 12 mm thick24321 1-12-24-3-1 447.40

Providing and fixing flat pressed 3 layer medium density particleboard or gradedparticle board (Grade I) IS: 3087 marked in ceiling with necessarynails etc. complete(frame work to be paid separately):

1-12-25

sq.m12 mm thick24322 1-12-25-1 523.70

Providing and fixing plain multipurpose cement board (highpressure steam cured ) asper IS 14862: 2000 with suitable fibre cement screw in ceiling etccomplete, (framework to be paid separately ).

1-12-26

sq.m6 mm thick cement board24323 1-12-26-1 403.60

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 thick24324 1-12-27-1-1 240.40

Natural colour insulating board1-12-27-2

metreNatural colour insulating board 12 mm thick24325 1-12-27-2-1 127.40

White face insulating board1-12-27-3

metreWhite face insulating board: 12 mm thick24326 1-12-27-3-1 139.70

Flame retardant face insulating board1-12-27-4

metreFlame retardant face insulating board: 12 mm thick24327 1-12-27-4-1 133.80

Standard quality hard board sheet1-12-27-5

metre3 mm thick24328 1-12-27-5-1 113.70

metre4.5 mm thick24329 1-12-27-5-2 117.30

sq.mExtra for providing and fixing ceiling to curved surfaces in narrowwidths

24330 1-12-28 95.70

sq.mProviding and fixing false ceiling with 12 mm thick plain/semiperforated or with design ceiling tiles of BWP type phenolformaldehydesynthetic resin bonded pressed particle board conforming toIS:3087finished with a coat of aluminium primer on both sides & edgesand twocoats of synthetic enamel paint of approved quality onexposed facefixed to a grid made out of anodised aluminium(with 15micron anodiccoating) T-sections 35 x15x1.5 mm size main runners andcrossrunners 23.5x19x1.5 mm fixed to main runners placed 600 mmcentreto centre both ways so as to form a grid of 600 mm square. Theframework shall be suspended from ceiling by level adjustinghangers of 6mm dia M.S rod fixed to roof slab by means of ceilingcleats. Thesuspenders shall be placed 600x 1200 mm centre to centreincludingfixing to the frame with C.P brace screws and applying a primingcoat ofzinc chromate yellow primer (aluminium frame work shall bepaidseparately).

24331 1-12-29 265.60


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Rate In (Rs.)


coats of synthetic enamel paint of approved quality onexposed facefixed to a grid made out of anodised aluminium(with 15micron anodiccoating) T-sections 35 x15x1.5 mm size main runners andcrossrunners 23.5x19x1.5 mm fixed to main runners placed 600 mmcentreto centre both ways so as to form a grid of 600 mm square. Theframework shall be suspended from ceiling by level adjustinghangers of 6mm dia M.S rod fixed to roof slab by means of ceilingcleats. Thesuspenders shall be placed 600x 1200 mm centre to centreincludingfixing to the frame with C.P brace screws and applying a primingcoat ofzinc chromate yellow primer (aluminium frame work shall bepaidseparately).

sq.mExtra for providing 3 mm thick translucent white acrylic plasticsheets ofapproved quality in false ceiling instead of 12 mm thickplain/or withdesign particle board ceiling tiles in item above.

24332 1-12-30 404.20

Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceilingupto a height of5 m above floor level over first class kail wood strips 25x6 mmwith 10 mm gap inbetween and reinforced with rabbit wire mesh fixed to woodenframe (frame workto be paid separately)

1-12-31

sq.mFlat surfaces24333 1-12-31-1 600.60

sq.mCurved surfaces24334 1-12-31-2 673.30

sq.mExtra for any sunk or raised mouldings in the plaster of Paris(Gypsumanhydrous) ceiling

24335 1-12-32 179.40

sq.mProviding and fixing thermal insulation of ceiling (under deckinsulation)with Resin Bonded Fibre glass wool conforming to IS : 8193density24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bagsfixed toceiling with metallic cleats (50x50x3 mm) @ 60 cm and wiremesh of12.5mm x 24g wire and mesh, for top most ceiling of building.

24336 1-12-34 378.50


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ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wiremesh of12.5mm x 24g wire and mesh, for top most ceiling of building.

sq.mProviding and fixing thermal insulation with Resin BondedFibre glasswool conforming to IS: 8193. Density 16kg/m3 , 50mm thick,wrapped in200G Virgin Polythene bags placed over existing false ceiling andheldin position by criss-crossing GI wire.

24337 1-12-35 206.50

Thermal Insulation of roofing with Expanded polystyrene fixed withsuitableadhesive to the false ceiling as per the directions of theEngineer-in-charge

1-12-36

sq.mWith Type N - Normal 50 mm thick24338 1-12-36-1 192.80

sq.mWith Type SE - Self Extinguishing type 50 mm thick24339 1-12-36-2 227.30

Providing and fixing 100 mm diameter and 60 cm long rain waterspout in cementmortar 1:4 (1 cement: 4 fine sand)

1-12-37

eachStone ware spout24340 1-12-37-1 47.10

Providing and fixing M.S. holder bat clamps of approved design toC.I. or S.C.I, rainwater pipes embedded in and including cement concrete blocks10x10x 10cm of1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate20 mm nominal size)and cost of cutting holes and making good the walls etc.

1-12-38

each100 mm diameter24341 1-12-38-1 97.10

each150 mm diameter24342 1-12-38-2 105.50

Providing lead caulked joints to sand cast iron rain water pipes andfittings

1-12-39

each100 mm dia. Pipe24343 1-12-39-1 216.90

each150 mm dia. Pipe24344 1-12-39-2 308.60

Providing, fixing and embedding sand cast iron accessories for rainwater pipesin the masonry surrounded with” 12mm thick cement mortar ofthe same mix, asthat of masonry (lead caulking will be paid for separately)

1-12-40

Sand cast iron plain shoes1-12-40-1


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Nos.150 mm diameter24345 1-12-40-1-1 333.40

Providing and fixing on wall face unplasticised Rigid PVC rain waterpipesconforming to IS : 13592 Type A including jointing with seal ringconforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes

1-12-41

metre75 mm diameter24346 1-12-41-1 115.60


Providing and fixing on wall face unplasticised - PVC mouldedfittings/ accessoriesfor unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type Aincluding jointing with seal ring conforming to IS : 5382 leaving 10mm gap forthermal expansion.

1-12-42

Coupler1-12-42-1

each75 mm24348 1-12-42-1-1 98.20

each110 mm24349 1-12-42-1-2 121.10

Single push fit Coupler1-12-42-2

each75 mm24350 1-12-42-2-1 121.40

each110 mm24351 1-12-42-2-2 165.20

Single tee with door1-12-42-3

each75x75x75 mm24352 1-12-42-3-1 213.60

each110x110x110 mm24353 1-12-42-3-2 311.50

Single tee with door1-12-42-4

each75x75x75 mm24354 1-12-42-4-1 190.40

each110x110x110 mm24355 1-12-42-4-2 248.80

Bend 87.5°1-12-42-5

each75 mm bend24356 1-12-42-5-1 106.30

each110 mm bend24357 1-12-42-5-2 160.50

Shoe (Plain)1-12-42-6

each75 mm Shoe24358 1-12-42-6-1 182.90

each110 mm Shoe24359 1-12-42-6-2 315.00


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Rate In (Rs.)


eachProviding and fixing unplasticised -PVC pipe clips of approveddesign tounplasticised - PVC rain water pipes by means of50x50x50mm hardwood plugs, screwed with M.S. screws of required lengthincludingcutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarsesand) and making good the wall etc. complete. 75 mm

24360 1-12-43-1 112.20

each110 mm24361 1-12-43-2 112.20

eachProviding and fixing to the inlet mouth of rain water pipecast irongrating 15 cm diameter and weighing not less than 440 grams.

24362 1-12-44 27.90

sq.mProviding and fixing at all height false ceiling includingproviding andfixing of frame work made of special sections power pressed fromM.S.sheet and galvanised in accordance with zinc coating of grade350 asper IS : 277 and consisting of angle cleats of size 25mm wide x1.6mmthick with flanges of 22mm and 37mm at 1200mm centre tocentre oneflange fixed to the ceiling with dash fastener 12.5mmdiax40mm longwith 6mm dia bolts to the angle hangers of 25x25x0.55mm ofrequiredlength, and other end of angle hanger being fixed with nut andbolts toG.I. channels 45x15x0.9mm running at the rate of 1200mmcentre tocentre to which the ceiling section 0.5mm thick button wedge of80mmwith tapered flanges of 26mm each having clips of 10.5mm at450mmcentre to centre shall be fixed in a direction perpendicularto G.I.channel with connecting clips made out of 2.64mmdiax230mm longG.I. wire at every junction including fixing the gypsum board withceilingsection and perimeter channels 0.5mm thick 27mm high havingflangesof 20mm and 30mm long, the perimeter of ceiling fixed towall/partitionwith the help of rawl plugs at 450mm centre to centre with25mm longdrive-all screws @ 230mm interval including jointing andfixing to aflush finish of tapered and square edges of the board withrecommended filler, jointing tapes, finisher and two coats ofprimersuitable for board as per manufactures specification and alsoincludingthe cost of making openings for light fittings, grills, diffusers,cutoutsmade with frame of perimeter channels suitably fixed allcomplete asper drawing and specification and direction of the Engineer inChargebut excluding the cost of painting with : 12.5 mm thick tapered edge gypsum board conforming toIS: 2095- Part I.

24363 1-12-45 1,171.80


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Rate In (Rs.)


with the help of rawl plugs at 450mm centre to centre with25mm longdrive-all screws @ 230mm interval including jointing andfixing to aflush finish of tapered and square edges of the board withrecommended filler, jointing tapes, finisher and two coats ofprimersuitable for board as per manufactures specification and alsoincludingthe cost of making openings for light fittings, grills, diffusers,cutoutsmade with frame of perimeter channels suitably fixed allcomplete asper drawing and specification and direction of the Engineer inChargebut excluding the cost of painting with : 12.5 mm thick tapered edge gypsum board conforming toIS: 2095- Part I.

eachProviding and fixing to the inlet mouth of rain water pipePTMT (anEngineering Thermoplastic) grating square (Slit) 150 mm squarewith aheight of 8 mm and weighing not less than 100 gms

24364 1-12-46 103.40

metreProviding & fixing UV stabilised fiberglass reinforced plasticsheetroofing up to any pitch including fixing with polymer coated'J' or 'L'hooks, bolts & nuts 8mm dia. G.I plain/bitumen washerscomplete butexcluding the cost of purlins, rafters, trusses etc. The sheetsshall bemanufactured out of 2400 TEX panel rovigs incorporatingminimum0.3% Ultra-violet stabiliser in resin system underapproximately 2400psi and hot cured. They shall be of uniform pigmentation andthicknesswithout air pockets and shall conform to IS 10192 and IS12866.Thesheets shall be opaque or translucent, clear or pigmented,textured orsmooth as specified. 2mm thick corrugated (2.5" or 4.2" or 6") orstep-down (2" or3" or 6" ) as specified

24365 1-12-47-1 1,680.70

sq.m2mm thick flat.24366 1-12-47-2 1,677.30


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Rate In (Rs.)


sq.mProviding & fixing pressed clay tile (Mangalore tile) 20 mmnominalthickness and of approved size and as per approved patternceiling onsteel frame work complete (steel frame work to be paidseparately).

24367 1-12-48 248.60

sq.mProviding & laying pressed clay tile ridge (Mangalore tile) of20mmthickness of approved pattern ceiling over steel frame workcomplete(steel frame work to be paid separately).

24368 1-12-49 124.80

sq.mSupply & installation of precoated galvanised iron profile sheets(size,shape and pitch of corrugation as approved byEngineer-in-charge)0.50 mm +/- 5% total coated thickness (TCT) thick Zinc coating120gsmas per IS: 277 in 240mpa steel grade, 5-7 microns epoxyprimer onboth side of the sheet and polyester top coat 15-18microns. Sheetshould have protective guard film of 25 microns minimum toavoidscratches while transportation and should be supplied in singlelengthupto 12 metre or as desired by Engineer-in-charge. The sheetshall befixed using self drilling /self tapping screws of size (5.5x55mm) withEPDM seal or with polymer coated J or L hooks, bolts andnuts 8mmdiameter with bitumen and G.I. limpet washers or with G.I.limpetwashers filled with white lead complete upto any pitch inhorizontal/vertical or curved surfaces excluding the cost of purlins,rafters andtrusses and including cutting to size and shape wherever required.

24369 1-12-50-1 534.00

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, 5-7micronsepoxy primer on both side of the sheet and polyester topcoat 15-18microns using self drilling/ self tapping screws or with polymercoated Jor L hooks, bolts and nuts and or G.I. seam bolts and nuts,G.I. plainand bitumen washers complete : Ridges plain (500 - 600mm).

24370 1-12-51-2 538.70


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Rate In (Rs.)


microns using self drilling/ self tapping screws or with polymercoated Jor L hooks, bolts and nuts and or G.I. seam bolts and nuts,G.I. plainand bitumen washers complete : Ridges plain (500 - 600mm).

metreNorth light curves.24371 1-12-51-3 622.20

metreBarge board (Upto 300 mm).24372 1-12-51-4 595.90

sq.mCrimp curve24373 1-12-51-5 898.30

metreGutter .(600 mm over all girth).24374 1-12-51-6 677.70

sq.mProviding and fixing False Ceiling Tiles of approved materialsof size595x595 mm in true horizontal level suspended on inter lockingmetalgrid of hot dipped galvanised steel sections ( galvanized @170gsm/sqm.) consisting of main "T" runner suitably spaced at jointsto getrequired length and of size 24x38mm made from 0.30mmthick(minimum) sheet spaced at 1200mm center to center andcross "T" ofsize 24x25mm made of 0.30mm thick (minimum) sheet,1200mm longspaced between main "T" at 600mm center to center to form agrid of1200x600 mm and secondary cross "T" of length 600mmand size24x25mm made of 0.30 mm thick (minimum) sheet to beinterlocked atmiddle of the 1200x600mm panel to form grids of600x600mm andlaying false ceiling tiles of approved texture in the gridincluding,wherever, required, cutting/making, opening for services likediffusers,grills, light fittings, fixtures, smoke detectors etc. Main "T" runnersto besuspended from ceiling using GI slotted cleats fixed to ceilingwith 6mm dia and 50mm long dash fasteners, 4mm GI adjustablerods withgalvanised level clips spaced at 1200m center to center alongmain T,bottom exposed width of 24mm of all T-sections shall bepre-paintedwith polyester paint, all complete at all heights as perspecificationsdrawings and as directed by Engineer-in-Charge.(The rate isexcludingcost of tiles which will be paid separately ).

24375 1-12-52 309.90


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Rate In (Rs.)


pre-paintedwith polyester paint, all complete at all heights as perspecificationsdrawings and as directed by Engineer-in-Charge.(The rate isexcludingcost of tiles which will be paid separately ).

metreExtra for providing plaster of Paris (Gypsum anhydrous) ceilingabove 5 metreshight from floor level

24376 1-12-33 468.30

metreProviding and fixing precoated galvanised steel sheet roofingaccessories 0.50mm + 5% total coated thickness (TCT), Zinc coating 120gsm asper IS: 277 in 240mpasteel grade, 5-7 microns epoxy primer on both side of the sheetand polyester topcoat 15-18 microns using self drilling/ self tapping screws or withpolymer coated Jor L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I.plain and bitumenwashers complete :

24377 1-12-51-1 9,592.30

Finishing1-13

12 mm cement plaster of mix1-13-1

sq.m1:4 (1 cement : 4 fine sand)24378 1-13-1-1 100.80


15 mm cement plaster on rough side of single or half brick wall ofmix

1-13-2


sq.m1: 6 (1 cement: 6 fine sand)24381 1-13-2-2 103.10


sq.m1:4 (1 cement : 4 find sand)24382 1-13-3-1 135.00

sq.m1:6 (1 cement : 6 find sand)24383 1-13-3-2 125.50




15 mm cement plaster on rough side of single or half brick wall ofmix

1-13-5

sq.m1:4 (1 cement: 4 coarse sand)24386 1-13-5-1 119.10


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Rate In (Rs.)






12 mm cement plaster finished with a floating coat of neat cementof mix

1-13-7

sq.m1:3 ( 1 cement : 3 fine sand)24390 1-13-7-1 131.90

sq.m1:4 (1 cement: 4 fine sand)24391 1-13-7-2 121.30

15 mm cement plaster on rough side of single or half brick wallfinished with afloating coat of neat cement of mix

1-13-8



Cement plaster 1:3 (1 cement: 3 coarse sand) finished with afloating coat of neatcement.

1-13-9

sq.m12mm cement plaster.24394 1-13-9-1 133.00

sq.m20 mm cement plaster24395 1-13-9-2 179.50

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 orhalf brickwall.

24396 1-13-10 160.80

sq.m18 mm cement plaster in two coats under layer 12 mmthick cementplaster 1:5 (1 cement: 5 coarse sand) finished with a toplayer 6mmthick cement plaster 1:6 (1 cement: 6 fine sand).

24397 1-13-11 141.60

sq.m18 mm cement plaster in two coats under layer 12 mmthick cementplaster 1:5 (1 cement: 5 coarse sand) and a top layer6mm thickcement plaster 1:3 (1 cement: 3 coarse sand) finishedrough withsponge.

24398 1-13-12 144.40

sq.m12 mm cement plaster 1:2 (1 cement: 2 stone dust)24399 1-13-13 136.40

sq.m15 mm cement plaster 1:2 (1 cement: 2 stone dust) on the roughside of single or half brick wall.

24400 1-13-14 160.60


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Rate In (Rs.)


side of single or half brick wall.

sq.m20 mm cement plaster 1:2 (1 cement: 2 stone dust)24401 1-13-15 200.30



sq.m6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with afloatingcoat of neat cement and thick coat of Lime wash on top of wallswhendry for bearing of R.C.C. slabs and beams.

24403 1-13-17 107.10

sq.mNeat cement punning24404 1-13-18 28.50

Rough cast plaster upto 10m height above ground level with amixture of sand andgravel or crushed stone from 6mm to 10mm nominal size dashedover and includingthe fresh plaster in two layers, under layer 12mm cement plaster1:4 (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 cement24405 1-13-19-1 255.90

sq.mPebble dash plaster upto 10m height above ground level with amixtureof washed pebble or crushed stone 6mm to 12.5mm nominalsizedashed over and including fresh plaster in two layers under layer12mmcement plaster 1:4 (1 cement: 4 coarse sand) and top layer10mmcement plaster with cement mortar 1:3 (1 cement: 3 finesand) mixedwith 10% finely grounded hydrated lime by volume of cement.

24406 1-13-20 230.90

sq.mExtra for providing and mixing water proofing material in cementplaster work in proportion recommended by the manufacturers.

24407 1-13-21 34.60

sq.mExtra for plastering exterior walls of height more than 10 m fromgroundlevel for every additional height of 3 m or part thereof.

24408 1-13-22 21.20

Extra for plastering on circular work not exceeding 6 m in radius1-13-23

sq.mIn two coats24409 1-13-23-2 16.00

sq.mIn one coat24410 1-13-23-1 10.40


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Extra for plastering done on moulding cornices or architravesincluding neat finish to line and level

1-13-24

sq.mIn one coat24411 1-13-24-1 147.60

sq.mIn two coats24412 1-13-24-2 243.30

Extra for plastering1-13-25

sq.mSpherical ceiling24413 1-13-25-1 39.00

sq.mGroined ceiling24414 1-13-25-2 42.50

sq.mFlewing soffits24415 1-13-25-3 25.50

sq.mProviding and applying plaster of paris putty of 2 mmthickness overplastered surface to prepare the surface even and smoothcomplete

24416 1-13-26 72.10

sq.mExtra for lining out plaster to imitate stone or concrete blockswalling

24417 1-13-27 23.90

12 mm thick plain cement mortar bands in cement mortar 1:4 (1cement: 4 fine sand)

1-13-28

metreFlush Band24418 1-13-28-1 1.80

metreSunk Band24419 1-13-28-2 2.00

metreRaised Band24420 1-13-28-3 2.30

metreMoulded Band24421 1-13-28-4 3.70

18 mm thick plain cement mortar bands in cement mortar 1:4 (1cement: 4 fine sand)

1-13-29

metreFlush Band24422 1-13-29-1 2.30

metreSunk Band24423 1-13-29-2 2.50

metreRaised Band24424 1-13-29-3 2.80

metreMoulded Band24425 1-13-29-4 5.00

metre18 mm thick moulded cement mortar band in two coats underlayer 12mm thick with cement mortar 1:5 (1cement: 5 coarsesand) top layer 6mm thick with cement mortar 1:4 (1 cement: 4fine sand).

24426 1-13-30 5.00

Pointing on brick work or brick flooring with cement mortar 1:3 (1cement: 3 fine sand)

1-13-31

sq.mFlush / Ruled/ Struck or weathered pointing.24427 1-13-31-1 56.40

sq.mRaised and cut pointing24428 1-13-31-2 94.00


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Rate In (Rs.)


Pointing on tile brick work with cement mortar 1:3 (1 cement :3fine sand)

1-13-32

sq.mFlush/ Ruled/ Struck or weathered pointing24429 1-13-32-1 77.90

Pointing on stone work with cement mortar 1:3 (1 cement :3 finesand)

1-13-33

sq.mFlush/ Ruled pointing24430 1-13-33-1 79.10

sq.mRaised and cut pointing24431 1-13-33-2 146.10

sq.mRaised and cut pointing on stone work in white cementmortar 1:3 (1white cement: 3 marble dust)

24432 1-13-34 159.90

sq.mPointing on stone slab ceiling with cement mortar 1:2 (1 cement:2 finesand): Flush/ Ruled pointing

24433 1-13-35 45.70

sq.mExtra for pointing on walls on the outside at height more than 10m fromground level for every additional height of 3 m or part there of

24434 1-13-36 3.70

sq.mWhite washing with lime to give an even shade: New work (threeor more coats)

24435 1-13-37 8.70

sq.mSatna lime wash on walls one coat24436 1-13-38 3.20

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 whitewashing with lime

24437 1-13-39-1 11.30

sq.mNew work (two or more coats) with a base coat of whiting24438 1-13-39-2 11.50

sq.mDistempering with dry distemper of approved brand andmanufacture(two or more coats) and of required shade on new work,over andincluding priming coat of whiting to give an even shade.

24439 1-13-40 34.70

Distempering with oil bound washable distemper of approvedbrand and manufacture to give an even shade

1-13-41

sq.mNew work (two or more coats) over and including priming coatwith cement primer

24440 1-13-41-1 55.40

Distempering with 1st quality acrylic washable distemper (readymade) of approvedmanufacturer and of required shade and colour complete, as permanufacturer’sspecification

1-13-42


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Rate In (Rs.)


sq.mTwo or more coats on new work.24441 1-13-42-1 28.40

Applying one coat of cement primer of approved brand andmanufacture on wall surface

1-13-43

sq.mCement primer24442 1-13-43-1 20.20

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).24443 1-13-44-1 41.10

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 including base coat of water proofing cement paintapplied @ 2.20kg/10 sqm.

24444 1-13-45-1 121.40

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 andincluding base coat of water proofing cement paint applied @ 2.20kg/ 10 sqm).

24445 1-13-46-1 49.60

Finishing walls with Premium Acrylic Smooth Exterior paint withSilicone additives of required shade

1-13-47

sq.mNew work (Two or more coats applied @ 1.43 ltr/ 10 sqm. overand including base coat of water proofing cement paint applied @2.20 kg/ 10 sqm).

24446 1-13-47-1 61.00

Finishing walls with Deluxe Multi surface paint system for interiorsand exteriors using Primer as permanufacturers specifications

1-13-48

sq.mTwo or more coats applied @ 1.25 ltr/10 sqm. over and includingone coat of Special primer applied @0.75 ltr/10 sqm.

24447 1-13-48-1 80.60

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

24448 1-13-48-2 67.70

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

24449 1-13-48-3 68.20

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

24450 1-13-49 3.10

Applying priming coat1-13-50

sq.mWith ready mixed pink or Grey primer of approved brand andmanufacture on wood work (hard and soft wood)

24451 1-13-50-1 19.50


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Rate In (Rs.)


manufacture on wood work (hard and soft wood)

sq.mWith ready mixed aluminium primer of approved brand andmanufacture on resinous wood and plywood

24452 1-13-50-2 19.70

sq.mWith ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel galvanisediron/steel works

24453 1-13-50-3 19.80

sq.mWith ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel work (secondcoat)

24454 1-13-50-4 11.30

sq.mPainting one thin coat with white lead of approved brandandmanufacture on wet or patchy portion of plastered surfaces

24455 1-13-51 29.40

Finishing with Epoxy paint (two or more coats) at all locationsprepared and applied as per manufacturer’ specifications includingappropriate priming coat,preparation of surface, etc. complete.

1-13-52

sq.mOn Steel work24456 1-13-52-1 88.00

sq.mOn concrete work24457 1-13-52-2 84.80

Painting on G.S. sheet with synthetic enamel paint of approvedbrand andmanufacture of required colour to give an even shade

1-13-53

sq.mNew work (two or more coats) including a coat of approvedsteel primer but excluding a coat of mordant solution.

24458 1-13-53-1 53.30

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 water24459 1-13-54-1 20.30

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.

24460 1-13-54-2 15.80

Painting (two or more coats) on rain water, soil, waste and ventpipes and fittings with black anticorrosive bitumastic paintapproved brand and manufacture over and including a primingcoat of readymixed zinc chromate yellow primer onnew work

1-13-55

metre100 mm diameter pipes24461 1-13-55-1 22.20


Painting (two or more coats) on rain water, soil, waste and ventpipes and fittingswith synthetic enamel paint of approved brand and manufactureand required colourover a priming coat of approved steel primer on new work.

1-13-56


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Rate In (Rs.)


over a priming coat of approved steel primer on new work.



Painting with oil type wood preservative of approved brand andmanufacture

1-13-57

sq.mNew work (Two or more coats )24465 1-13-57-1 16.60

sq.mProviding and applying two coats of fire retardant paintunthinned oncleaned wood/ply surface @ 3.5 sqm per litre per coatincludingpreparation of base surface as per recommendations ofmanufacturerto make the surface fire retardant.

24466 1-13-58 280.70

sq.mCoal tarring two coats on new work using 0.16 and 0.12 litre coaltar persqm in the first coat and second coat respectively.

24467 1-13-59 16.30

Wall painting with plastic emulsion paint of approved brand andmanufacture to give an even shade

1-13-60

sq.mTwo or more coats on new work24468 1-13-60-1 52.80

Painting with synthetic enamel paint of approved brand andmanufacture to give aneven shade

1-13-61


Painting with synthetic enamel paint of approved brand andmanufacture of requiredcolour to give an even shade

1-13-62

sq.mTwo or more coats on new work over an under coat of suitableshade with ordinarypaint of approved brand and manufacture.

24470 1-13-62-1 68.20

Painting with aluminium enamel paint of approved brand andmanufacture to givean even shade

1-13-63


Painting with acid proof paint of approved brand and manufactureto give an even shade

1-13-64


Painting with black anti-corrosive bitumastic paint of approvedbrand and manufacture to give an even shade

1-13-65


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Rate In (Rs.)



Floor Painting with floor enamel paint of approved brand andmanufacture to give an 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 undercoat of flatting varnish.

24475 1-13-67-1 74.90

sq.mTwo or more coats glue sizing with spar varnish or an undercoat of flatting varnish.

24476 1-13-67--2 78.60

French spirit polishing1-13-68

sq.mTwo or more coats on new works including a coat of wood filler.24477 1-13-68-1 130.30

Polishing on wood work with ready made wax polish of approvedbrand and manufacture

1-13-69

sq.mNew work24478 1-13-69-1 49.90

sq.mFloor polishing on masonry or concrete floors with waxpolish ofapproved brand and manufacture.

24479 1-13-70 22.80

metreLettering with black Japan paint of approved brand andmanufacture

24480 1-13-71 22.70

sq.mWashed stone grit plaster on exterior walls of height upto 10 M.abovelevel in two layers, under layer 12mm cement plaster 1:4 (1cement: 4coarse sand ) furrowing the under layer with scratching tool,applyingcement slurry on the under layer @ 2 Kg of cement per squaremetre,top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarsesand : 2stone chipping 10mm nominal size) in panels with groove allaround asper approved pattern including scrubbing and washing, thetop layerwith brushes and water to expose the stone chippings ,completeas perspecification and direction of Engineer-in- charge (Paymentforproviding grooves shall be made separately).

24481 1-13-72 328.90

Forming groove of uniform size in the top layer of washed stonegrit plaster as perapproved pattern using wooden battens, nailed to the under layerincluding removalof wooden battens, repair to the edges of panels and finishing thegroove completeas per specifications and direction of the Engineer-in-charge

1-13-73


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Rate In (Rs.)


grit plaster as perapproved pattern using wooden battens, nailed to the under layerincluding removalof wooden battens, repair to the edges of panels and finishing thegroove completeas per specifications and direction of the Engineer-in-charge

metre15 mm wide and 15 mm deep groove24482 1-13-73-1 18.40

metre20 mm wide and 15 mm deep groove24483 1-13-73-2 18.80

sq.mExtra for washed grit plaster on exterior walls of height morethan 10mfrom ground level for every additional height of 3 m or partthereof.

24484 1-13-74 51.00

sq.mExtra for washed stone grit plaster on circular work not exceeding6m inradius (in two coats).

24485 1-13-75 31.70

metreForming groove of uniform size from 12x12mm and upto25x15mm inplastered surface as per approved pattern using wooden battens,nailedto the under layer including removal of wooden battens, repairsto theedges of plaster panel and finishing the groove complete asperspecifications and direction of the Engineer-in-Charge.

24486 1-13-76 18.40

sq.mExtra for using white cement in place of ordinary cement in the toplayerof the item of washed st

24487 1-13-77 73.60

sq.mProviding and applying 12 mm thick (average) premixedformulated onecoat gypsum lightweight pl

24488 1-13-78 180.50

kilogram

Extra for addition of synthetic polyster triangular fibre of length6mm, effective diameter of 10-40 microns and specific gravity of1.34 to 1.40 in cement concrete/RCC/Flooring/Water retainingstructure by using 125 gms of synthetic polyster triangular fibrefor 50 kg cement used as per directions of engineer in charge.(Rates are for per kg of cement used in the plaster)

24489 1-13-79 1.10

Repairs to Buildings1-14

Repairs to plaster of thickness 12mm to 20mm in patches of area2.5 sq. metres and under including cutting the patch in propershape, raking out joints and preparing and plastering the surfaceof the walls complete including disposal of rubbish to the dumpingground within 50metres lead

1-14-1


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Rate In (Rs.)


ground within 50metres lead

sq.mWith cement mortar 1:4 (1 cement: 4 fine sand)24490 1-14-1-1 148.90

sq.mWith cement mortar 1:4(1 cement: 4 coarse sand).24491 1-14-1-2 147.40

Fixing chowkhats in existing opening including embeddingchowkhats in floors or walls cutting masonry for holdfastsembedding hold fasts in cement concrete blocks with cementconcrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) painting two coats of approvedwood preservative to sides of chowkhats and making good thedamages to walls and floors as required complete includingdisposal of rubbish to the dumping ground within 50 metres lead

1-14-2

eachDoor chowkhats24492 1-14-2-1 478.60

eachWindow chowkhats24493 1-14-2-2 289.90

eachClerestory window chowkhats24494 1-14-2-3 195.80

eachFixing chowkhat in existing opening in brick / RCC wall withdashfasteners of appropriate size/ chemical fastener (3nos on eachverticalmember of door chowkhat and 2 nos. on each verticalmember ofwindow 1.20 metre height as per CPWD specification includingCost ofdash fasteners/ chemical fastener.

24495 1-14-3 97.00

Making the opening in brick masonry including dismantling in flooror walls by cuttingmasonry and making good the damages to walls, flooring andjambs complete tomatch existing surface i/c disposal of mulba/ rubbish to thenearest dumping ground.

1-14-4

sq.mFor door/ window/ clerestory window.24496 1-14-4-1 252.00

Renewing glass panes, with putty and nails wherever necessary1-14-5

sq.mFloat glass panes of thickness 4 mm24497 1-14-5-1 5,050.60

sq.mFloat glass panes of thickness 5.5 mm24498 1-14-5-2 6,456.00

Renewing glass panes, with wooden fillets wherever necessary1-14-6

sq.mFloat glass panes of thickness 4 mm24499 1-14-6-1 898.60

sq.mFloat glass panes of thickness 5.5 mm24500 1-14-6-2 517.90

Renewing glass panes and refixing existing wooden fillets1-14-7

sq.mFloat glass panes of thickness 4 mm24501 1-14-7-1 512.10


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Rate In (Rs.)


sq.mFloat glass panes of thickness 5.5 mm24502 1-14-7-2 652.70

Supplying and fixing new wooden fillets wherever necessary1-14-8

metre2nd class teak wood fillets24503 1-14-8-1 82.40

metreHollock wood fillets.24504 1-14-8-2 51.50

metreRenewal of old putty of glass panes (length)24505 1-14-9 13.90

sq.mRefixing old glass panes with putty and nails24506 1-14-10 143.10

sq.mFixing old glass panes with wooden fillets (excluding cost of fillets)24507 1-14-11 104.40

eachProviding and fixing 16 mm M.S. Fan clamps of standardshape andsize in existing R.C.C. slab including cutting chase andmaking goodand painting exposed portion of the clamps complete.

24508 1-14-12 147.20

sq.mRegrading terracing of mud phaska covered with tiles orbrick, incement by dismantling tiles or bricks, removing mud plasterpreparingthe surface of mud phaska to proper slope relaying mudplaster gobrileaping and tiles or bricks, grouted in cement mortar 1:3 (1cement : 3fine sand) including replacing unserviceable tiles or brickswith newones and disposal of unserviceable material to the dumping ground(thecost of the new tiles or brick excluded) within 50 metres lead.

24509 1-14-13 165.90

Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1cement: 4 coarse sand) including necessary repairs and cementpointing with same mortar complete including disposal of rubbishto dumping ground within 50 metres of lead

1-14-14

sq.mRed/ white sand stone slabs 30 to 50 mm thick.24510 1-14-14-1 375.60

Renewing wooden battens in roofs, including making good theholes in wall andpainting with oil type wood preservative of approved brand andmanufacturecomplete including removal of rubbish to the dumping groundwithin 50 metreslead

1-14-15

cu.mSal wood battens.24511 1-14-15-1 424,296.20

Renewing wooden beams in roofs including making good the holesin walls andpainting with oil type wood preservative of approved brand andmanufacturecomplete including removal of rubbish to the dumping groundwithin 50 metreslead

1-14-16


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Rate In (Rs.)


in walls andpainting with oil type wood preservative of approved brand andmanufacturecomplete including removal of rubbish to the dumping groundwithin 50 metreslead

Not exceeding 4.00 metres in length.1-14-16-1

cu.mSal wood beams24512 1-14-16-1-1 429,293.30

cu.mHollock wood beams24513 1-14-16-1-2 35,416.80

Above 4.00 metres and upto 5.00 metres length.1-14-16-2

cu.mSal wood beams24514 1-14-16-2-1 161,358.60

cu.mHollock wood beams24515 1-14-16-2-2 120,929.70

sq.mRaking out joints in lime or cement mortar and preparing thesurface forre-pointing or replastering including disposal of rubbish to thedumpingground within 50 metres lead.

24516 1-14-17 11.20

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 tilebricks on top ofmud phaska

1-14-18

sq.mWith F.P.S. brick tiles24517 1-14-18-1 31.60

sq.mWith modular brick tiles24518 1-14-18-2 32.40

kilogram

Taking out wind ties from roof including cutting out rustedbolts, nutsetc. and removing materials to any distance within compoundandstacking.

24519 1-14-19 1.00

metreFixing of old wind tie with new fittings including paintingtwo or morecoats with anticorrosive bitumastic paint of approved brand &manufacturer over and including priming coat of ready mixedzincchromate yellow primer of approved brand.

24520 1-14-20 499.30

kilogram

Renewing bottom rail and/or top runner of collapsible gateincludingmaking good all damages and applying priming coat of zincchromateyellow primer of approved brand and manufacturer.

24521 1-14-21 103.90


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Rate In (Rs.)


Renewing Wrought iron or M.S. Wheel or roller of steel door orgate and fitting andfixing the same with necessary clamps, nuts and bolts/welding anderection etc.complete.

1-14-22

cmWheel 50 mm dia. and below24522 1-14-22-1 106.50

cmWheel above 50 mm dia.24523 1-14-22- 156.00

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

1-14-23

Red sand stone - exposed face fine dressed with rough backing.1-14-23-1

sq.m70 mm thick.24524 1-14-23-1-1 1,560.50

sq.m60 mm thick.24525 1-14-23-1-2 480.70

sq.m50 mm thick.24526 1-14-23-1-3 0.00

sq.m40 mm thick.24527 1-14-23-1-4 0.00

cu.mMud mortar24528 1-14-24 337.90

cu.mBrick work with bricks of class designation 75 in mud mortar24529 1-14-25 3,281.30

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 teakwood including nickel plated bright finished M.S. piano hingeswith necessary screws.

24530 1-14-26-1-1 3,005.00

sq.mIst class teak wood including nickel plated bright finishedM.S. piano hinges with necessary screws.

24531 1-14-26-1-2 2,000.50


sq.mSuperior class teak wood including nickel plated brightfinished M.S. piano hinges with necessary screws.

24532 1-14-26-2-1 3,137.00

sq.mIst class teak wood including nickel plated bright finishedM.S. piano hinges with necessary screws.

24533 1-14-26-2-2 2,057.20

Providing and fixing plain jaffri door and window shutters includingbright or/andblack enamelled M.S. butt hinges with necessary screws 35xl0mmlaths placed35mm apart (frames to be paid separately) including fixing50x12mm beadingcomplete with

1-14-27


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Rate In (Rs.)


bright or/andblack enamelled M.S. butt hinges with necessary screws 35xl0mmlaths placed35mm apart (frames to be paid separately) including fixing50x12mm beadingcomplete with

sq.mSecond class teak wood.24534 1-14-27-1 13,208.70

Providing and fixing curtain rods of 1.25mm thick brass plates withtwo brassbrackets fixed with brass screws and wooden plugs etc. wherevernecessarycomplete.

1-14-28

metre20 mm diameter.24535 1-14-28-1 141.60

metre25 mm diameter.24536 1-14-28-2 163.70

kilogram

Providing and fixing M.S. round or square bars with M.S. flats atrequired spcing in wooden frames of windows and clerestorywindows.

24537 1-14-29 47.60

Providing joists (karries) including hoisting fixing in position andapplying wood preservative on unexposed surface etc.completewith

1-14-30

cu.mSal wood.24538 1-14-30-1 423,675.90

cu.mHollock wood.24539 1-14-30-2 317,050.20

Providing and fixing bright finished brass single acting springhinges with necessaryscrews etc. complete

1-14-31

each150 mm24540 1-14-31-1 307.30

each125 mm24541 1-14-31-2 249.20

each100 mm24542 1-14-31-3 174.90

Providing and fixing bright finished brass double acting springhinges with necessaryscrews etc. complete

1-14-32

each150 mm24543 1-14-32-1 469.90

each125 mm24544 1-14-32-2 329.40

each100 mm24545 1-14-32-3 268.90

Providing and fixing bright finished brass flush bolts with necessaryscrews etc.complete

1-14-33

each250 mm24546 1-14-33-1 130.60


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Rate In (Rs.)


each150 mm24547 1-14-33-2 102.80

each100 mm24548 1-14-33-3 73.80

eachProviding and fixing 150 mm bright finished floor brass doorstopperwith rubber cushion, screws etc. to suit shutter thickness complete

24549 1-14-34 154.10

Providing and fixing bright finished brass hard drawn hooks andeyes

1-14-35

each300 mm24550 1-14-35-1 638.60

each250 mm24551 1-14-35-2 61.10

each200 mm24552 1-14-35-3 56.40

each150 mm24553 1-14-35-4 52.80

each100 mm24554 1-14-35-5 43.90

eachProviding and fixing bright finished brass fan light pivot withnecessaryscrews etc. complete.

24555 1-14-36 25.90

eachProviding and fixing 300 mm long bright finished brass chain withhookfor fan light including necessary screws etc. complete.

24556 1-14-37 26.20

eachProviding and fixing bright finished brass quadrant stay300mm longwith necessary screws etc. complete.

24557 1-14-38 109.80

eachProviding and fixing bright finished brass helical door spring(superiorquality).

24558 1-14-39 282.10

Providing and fixing chromium plated brass butt hinges withnecessary screwsetc. complete.

1-14-40

each125x70x4 mm (ordinary type)24559 1-14-40-1 84.20

each100x70x4 mm (ordinary type)24560 1-14-40-2 77.00

each75x65x4 mm (heavy type)24561 1-14-40-3 73.90

each75x40x2.5 mm (ordinary type)24562 1-14-40-4 32.70

each50x40x2.5 mm (ordinary type)24563 1-14-40-5 20.90

eachProviding and fixing 85x42mm chromium plated brass pull boltlock withnecessary screws, nuts, bolts and washers etc. complete.

24564 1-14-41 86.60

sq.mRemoving white or colour wash by scrapping and sandpapering andpreparing the surface smooth including necessary repairs toscratchesetc. complete

24565 1-14-43 3.40


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Rate In (Rs.)


papering andpreparing the surface smooth including necessary repairs toscratchesetc. complete

sq.mDistempering with dry distemper of approved brand andmanufacture(one or more coats) and of required shade on old work to give anevenshade.

24566 1-14-44 18.10

sq.mDistempering with oil bound washable distemper of approvedbrand andmanufacture to give an even shade : Old work (one or morecoats)

24567 1-14-45 21.10

sq.mRemoving dry or oil bound distemper, water proofing cementpaint andthe like by scrapping, sand papering and preparing the surfacesmoothincluding necessary repairs to scratches etc. complete.

24568 1-14-46 4.50

sq.mPainting on G.S. sheet with synthetic enamel paint of approvedbrandand manufacture of required colour to give an even shade : Oldwork (one or more coats)

24569 1-14-47 25.20

metrePainting (two or more coats) on rain water, soil, waste andvent pipesand fittings with black anticorrosive bitumastic paint ofapproved brandand manufacture over and including a priming coat of readymixed zincchromate yellow primer on new work : 75 mm diameter pipes

24570 1-14-48 16.60

metrePainting (one or more coats) on rain water, soil, waste andvent pipesand fittings with black anticorrosive bitumastic paint ofapproved brandand manufacture on old work : 75 mm diameter pipes

24571 1-14-49 7.70

metrePainting (two or more coats) on rain water, soil, waste andvent pipesand fittings with aluminium paint of approved brand andmanufacture over a priming coat of ready mixed zinc chromateyellow primer on newwork : 75 mm diameter pipes

24572 1-14-50 20.60

sq.mPainting with oil type wood preservative of approved brandandmanufacture : Old work (one or more coats)

24573 1-14-52 12.80


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Rate In (Rs.)


sq.mWall painting with plastic emulsion paint of approved brandandmanufacture to give an even shade : One or more coats on oldwork.

24574 1-14-53 34.70

sq.mPainting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade : One ormore coats on old work.

24575 1-14-54 31.90

sq.mPainting with aluminium paint of approved brand andmanufacture togive an even shade : One or more coats on old work.

24576 1-14-55 33.20

sq.mPainting with acid proof paint of approved brand andmanufacture ofrequired colour to give an even shade : One or more coats on oldwork.

24577 1-14-56 28.40

sq.mPainting with black anti-corrosive bitumastic paint of approvedbrandand manufacture to give an even shade : One or more coats on old work.

24578 1-14-57 24.90

sq.mFrench spirit polishing : One or more coats on old work.24579 1-14-58 66.00

sq.mPolishing on wood work with ready made wax polish of approvedbrandand manufacture : Old work

24580 1-14-59 25.40

sq.mPainting (one or more coats) with black Japan paint of approvedbrandand manufacture to give an even shade.

24581 1-14-61 25.60

sq.mDistempering with 1st quality acrylic washable distemper (readymade)of approved manufacturer and of required shade and colourcomplete.as per manufacturer's specification. One or more coats on oldwork.

24582 1-14-63 18.50

sq.mFinishing walls with water proofing cement paint of requiredshade : Old work (one or more coats applied @ 2.20 kg/10sqm)over priming coat of primer applied @ 0.80 litrs/10 sqmcomplete including cost of Priming coat.

24583 1-14-64 37.90

sq.mMelamine polishing on wood work (one or more coat).24584 1-14-70 66.70

sq.mVarnishing with flatting varnish of approved brand andmanufacture oneor more coats on old work.

24585 1-14-71 35.60


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Rate In (Rs.)


sq.mProviding and fixing double scaffolding system (cup locktype) 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 andM.S.staircase system in the scaffolding for working platform etc.andmaintaining it in a serviceable condition for the requiredduration asapproved and removing it there after .The scaffolding systemshall bestiffened with bracings, runners, connection with the buildingetcwherever required for inspection of work at required locationswithessential safety features for the workmen etc. complete asperdirections and approval of Engineer-in-charge .The lavationalarea ofthe scaffolding shall be measured for payment purpose .Thepaymentwill be made once irrespective of duration of scaffolding.

24586 1-14-72 299.70

sq.m150 mm diameter pipes24587 1-14-68-2 395.30

sq.mVarnishing with varnish of approved brand and manufacture: Oneor more coats with copal varnish.

24588 1-14-69-1 28.30

sq.mOne or more coats with spar varnish.24589 1-14-69-2 782.60

sq.mWhite washing with lime to give an even shade : Old work (two or more coats)

24590 1-14-42-1 5.40

sq.mOld work (one or more coats)24591 1-14-42-2 32.80

metrePainting (one or more coats) on rain water, soil, waste andvent pipesand fittings with synthetic enamel paint of approved brandandmanufacture and required colour on old work : 75 mm diameterpipes

24592 1-14-51-1 299.50



eachProviding and fixing C.P. brass chain and rubber plug complete forsinkor wash basin : 32 mm dia

24595 1-14-62-1 40.30


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Rate In (Rs.)


or wash basin : 32 mm dia

eachProviding and fixing C.P. brass chain and rubber plug complete forsinkor wash basin :40 mm dia

24596 1-14-62-2 41.40

sq.mFinishing walls with textured exterior paint of required shade : Oldwork (Two or more coats on existing cement paintsurface applied @ 3.28 ltr/10 sqm.

24597 1-14-65-1 1,028.20

sq.mOld work (One or more coats) applied @ 1.82 ltr/10 sqm.24598 1-14-65-2 41.40

sq.mFinishing walls with Acrylic Smooth exterior paint of requiredshade : Old work (Two or more coat applied @ 1.67 ltr/ 10sqm) onexisting cement paint surface).

24599 1-14-66-1 436.70

sq.mOld work (One or more coat applied @ 0.90 ltr/10 sqm).24600 1-14-66-2 1,525.50

sq.mFinishing walls with Premium Acrylic Smooth exterior paint withSiliconeadditives of required shade Old work (Two or more coatsapplied @ 1.43 ltr/ 10 sqm)over existing cement paint surface.

24601 1-14-67-1 59.20

sq.mOld work (one or more coats applied @ 0.83 ltr/10 sqm).24602 1-14-67-2 37.50

sq.mPainting (one or more coats) on rain water, soil, waste andvent pipesand fittings with black anticorrosive bitumastic paint approvedbrandand manufacture on old work : 100 mm diameter pipes

24603 1-14-68-1 237.00

White washing with lime to give an even shade :1-14-42

sq.mOld work (two or more coats)24604 1-14-42-1 5.40

sq.mOld work (one or more coats)24605 1-14-42-2 3.30

Painting (one or more coats) on rain water, soil, waste and ventpipes and fittingswith synthetic enamel paint of approved brand and manufactureand requiredcolour on old work :

1-14-51




cmRe-lettering with black Japan paint of approved brand andmanufacture

24609 1-14-60 0.70

Dismantling & Demolishing1-15


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Rate In (Rs.)


cu.mDemolishing lime concrete manually/ by mechanical meansanddisposal of material within 50 metres lead as per direction ofEngineerin charge.

24610 1-15-1 132.30

Demolishing cement concrete manually/ by mechanical meansincluding disposalof material within 50 metres lead as per direction of Engineer incharge.

1-15-2

cu.m1:3:6 or richer mix24611 1-15-2-1 379.90

cu.m1:4:8 or leaner mix24612 1-15-2-2 233.80

cu.mDemolishing R.C.C. work manually/ by mechanical meansincluding stacking of steel bars and disposal of unserviceablematerial within 50 metres lead as per direction of Engineer - in-charge.

24613 1-15-3 554.30

cu.mDemolishing R.B. work manually/ by mechanical meansincludingstacking of steel bars and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in- charge.

24614 1-15-4 494.40

sq.mExtra for cutting reinforcement bars manually / by mechanicalmeans in R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineer -in -charge.

24615 1-15-5 254.80

kilogram

Extra for scrapping, cleaning and straightening reinforcementfromR.C.C. or R.B. work

24616 1-15-6 1.90

Demolishing brick work, manually/ by mechanical means includingstacking ofserviceable material and disposal of unserviceable materialwithin50 metres leadas per direction of Engineer-in-charge.

1-15-7

cu.mIn mud mortar24617 1-15-7-1 109.70

cu.mIn lime mortar with old mughal bricks24618 1-15-7-2 276.10

cu.mIn lime mortar24619 1-15-7-3 132.30

cu.mIn cement mortar24620 1-15-7-4 320.10

Removing mortar from bricks and cleaning bricks includingstacking within a leadof 50 m (stacks of cleaned bricks shall be measured)

1-15-8

Nos.From brick work in mud mortar24621 1-15-8-1 773.10


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Rate In (Rs.)


Nos.From brick work in lime mortar24622 1-15-8-2 939.60

Nos.From brick work in cement mortar24623 1-15-8-3 1,204.30

Demolishing stone rubble masonry manually/by machanical meansincludingstacking of serviceable material and disposal of unserviceablematerial within 50metres lead as per directionof Engineer-in-charge

1-15-9



Dismantling dressed stone work ashlar face stone work, marblework or precastconcrete work manually/by machanical means including stackingof serviceableand disposal of unserviceable material within 50 metres lead asper 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 orwood) shutterincluding chowkhats, architrave, holdfasts etc. complete andstacking within 50metres lead

1-15-12

eachOf area 3 sq. metres and below24630 1-15-12-1 77.70

eachOf area beyond 3 sq. metres24631 1-15-12-2 133.20

Taking out doors, windows and clerestory window shutters (steelor wood) includingstacking within 50 metres lead

1-15-13

eachOf area 3 sq. metres and below24632 1-15-13-1 29.20

eachOf area beyond 3 sq. metres24633 1-15-13-2 39.20

Dismantling wood work in frames, trusses, purlins and rafters upto10 metres spanand 5 metres height including stacking the material within 50metres lead

1-15-14


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Rate In (Rs.)


and 5 metres height including stacking the material within 50metres lead

cu.mOf sectional area 40 square centimetres and above.24634 1-15-14-1 963.20

metreOf sectional area below 40 square centimetres.24635 1-15-14-2 3.90

Extra for dismantling trusses, rafters, purlins etc. of wood work forevery additionalspan of one metre or part thereof beyond 10 metres

1-15-15



Extra for dismantling trusses, rafters, purlins etc. of wood work forevery additionalheight of one metre or part thereof beyond 5 metres

1-15-16



Dismantling steel work in single sections including dismemberingand stackingwithin 50 metres lead in

1-15-17

kilogram

R.S. Joists24640 1-15-17-1 0.70

kilogram

Channels, angles, tees and flats24641 1-15-17-2 0.50

kilogram

Dismantling 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.

24642 1-15-18 1.00

kilogram

Dismantling steel work manually/ by mechanical means inbuilt upsections without dismembering and stacking within 50 metreslead asper direction of Engineer-in-charge.

24643 1-15-19 0.60

kilogram

Extra for dismantling trusses, rafters, purlins etc. of steel work forevery additional span of one metre or part thereof beyond 10metres

24644 1-15-20 0.10

kilogram

Extra for dismantling trusses, rafters, purlins etc. of steel work forevery additional height of one metre or part thereof beyond 5metres.

24645 1-15-21 0.10


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Rate In (Rs.)


kilogram

Extra for marking of structural steel work required to bere-erected.

24646 1-15-22 1.00

Dismantling tile work in floors and roofs laid in cement mortarincluding stackingmaterial within 50 metre lead.

1-15-23

sq.mFor thickness of tiles 10 mm to 25 mm24647 1-15-23-1 18.40

sq.mFor thickness of tiles above 25 mm and upto 40 mm24648 1-15-23-2 25.50

cu.mDemolishing dry brick pitching in floors, drains etc. includingstackingserviceable material and disposal of unserviceable materialwithin 50metres lead :

24649 1-15-24 205.80

sq.mDismantling stone slab flooring laid in cement mortar includingstackingof serviceable material and disposal of unserviceable materialwithin 50metres lead.

24650 1-15-25 41.80

sq.mDemolishing brick tile covering in terracing including stackingofserviceable material and disposal of unserviceable materialwithin 50metres lead.

24651 1-15-26 23.60

cu.mDemolishing mud phaska in terracing and disposal of materialwithin 50metres lead.

24652 1-15-27 142.00

Dismantling roofing including ridges, hips valleys and gutters etc.,and stackingthe material within 50 metres lead of

1-15-28

sq.mG.S. Sheet24653 1-15-28-1 32.60

sq.mAsbestos sheet24654 1-15-28-2 15.00

sq.mDismantling stone slab roofing over wooden karries or R.C.C.battens (dismantling karries and battens to be paid forseparately) including stacking of serviceable material anddisposal of unserviceable material within 50 metres lead.

24655 1-15-29 418.40

sq.mDismantling jack arch roofing and floors including stacking ofserviceable material and disposal of unserviceable materialwithin 50metres lead.

24656 1-15-30 39.90

sq.mDismantling tiled roofing with battens boarding etc. completeincludingstacking of serviceable material and disposal of unserviceablematerialwithin 50 metres lead.

24657 1-15-31 33.10


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Rate In (Rs.)


includingstacking of serviceable material and disposal of unserviceablematerialwithin 50 metres lead.

sq.mDemolishing thatch roofing including mats, bamboo, jaffarietc.complete including stacking of serviceable material anddisposal of unserviceable material within 50 metres lead.

24658 1-15-32 9.20

metreDismantling wooden ballies in posts and struts including stackingwithin50 metres lead.

24659 1-15-33 3.20

Dismantling and stacking within 50 metres lead, fencing posts orstruts includingall earth work and dismantling of concrete etc. in base of

1-15-34

eachT' or 'L' iron or pipe24660 1-15-34-1 49.10

eachR.C.C.24661 1-15-34-2 59.20

eachCutting ballies or wooden posts of fencing at the point ofprojectionabove the concrete or ground and stacking the same within 50metreslead.

24662 1-15-35 5.80

kilogram

Dismantling barbed wire or flexible wire rope in fencingincludingmaking rolls and stacking within 50 metres lead.

24663 1-15-36 5.70

sq.mDismantling wooden trellis work excluding frames but includingstackingthe serviceable material within 50 metres lead.

24664 1-15-37 11.60

sq.mDismantling expanded metal or I.R.C. fabrics with necessarybattensand beading including stacking the serviceable material within50metres lead.

24665 1-15-38 13.40

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 thick24666 1-15-39-1 11.90

sq.mThickness above 10 mm up to 25 mm24667 1-15-39-2 15.20


Dismantling precast conerete or stone slab in walls, partition wallsetc, includingstacking within 50 metres lead.

1-15-40


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Rate In (Rs.)


etc, includingstacking within 50 metres lead.

sq.mThickness up to 40 mm24669 1-15-40-1 48.40


sq.mDismantling cement asbestos or other hard board ceiling orpartitionwalls including stacking of serviceable materials and disposalofunserviceable materials within 50 metres lead.

24671 1-15-41 11.80

Dismantling C.I. or asbestos rain water pipe with fittings andclamps includingstacking the material within 50 metres lead

1-15-42

metre75 to 80 mm dia pipe.24672 1-15-42-1 11.80

metre100 mm dia pipe24673 1-15-42-2 11.90

metre150 mm dia pipe24674 1-15-42-3 12.60

Dismantling manually / by mechanical means including stacking ofserviceablematerial and disposal of unserviceable material within 50metreslead as per directionof Engineer-in-charge

1-15-43

sq.mWater bound macadam road24675 1-15-43-1 35.80

sq.mbituminous road24676 1-15-43-2 68.80

Dismantling G.I. pipes (external work) including excavation andrefilling trenchesafter taking out the pipes manually / by machanical meansincluding stacking ofpipes within 50 metres lead as per direction of Engineer-in-charge

1-15-44

metre15 mm to 40 mm nominal bore24677 1-15-44-1 26.30

metreAbove 40 mm nominal bore24678 1-15-44-2 31.30

Dismantling C.I. pipes including excavation and refilling trenchesafter taking outthe pipes manually / by machanical means, breaking lead caulkedjoints, melting oflead and making into blocks including stacking of pipes, lead atsite within 50 metrelead as per direction of Engineer-in-charge

1-15-45

metreUp to 150 mm diameter24679 1-15-45-1 67.80

metreAbove 150 mm dia up to 300 mm dia.24680 1-15-45-2 91.40


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Rate In (Rs.)


metreAbove 300 mm diameter24681 1-15-45-3 124.20

Dismantling steel cylinder R.C. pipes including excavation andrefilling trenchesafter taking out the pipes manually/ by machanical maeansbreaking lead caulkedjoints, melting of lead and making into blocks including stacking ofpipes, lead atsite within 50 metres lead as per direction of Engineer-in-charge

1-15-46



Dismantling asbestos cement pressure pipes including excavationand refillingtrenches after taking out the pipes manually / by mechanicalmeans 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 ofmanholes ofvarious sizes including demolishing of R.C.C. work manually/bymechanical means and stacking of useful materials near thesite anddisposal of unserviceable materials into municipal dumpswithin 50metres lead as per direction of Engineer-in-charge.

24686 1-15-48 115.20

eachTaking out C.I. cover with frame from R.C.C. top slab ofinspectionchambers of various sizes including demolishing of R.C.C.workmanually/ by mechanical means and stacking of usefulmaterials nearthe site and disposal of unserviceable materials intomunicipal dumpswithin 50 metres lead as per direction of Engineer-in-charge.

24687 1-15-49 68.10

eachDismantling of R.C.C. spun vent shaft including excavating thecementconcrete pit completely, taking out the shaft, refilling theexcavated gap,stacking the useful materials near the site and disposal ofunserviceable materials within 50 metres lead.

24688 1-15-50 811.80


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Rate In (Rs.)


eachDismantling of road gully chamber of various sizes including C.I.gratingwith frame including stacking of useful materials near thesite anddisposal of unserviceable materials into municipal dumpswithin 50 metres lead including refilling the excavated gap.

24689 1-15-51 155.40

eachDismantling of flushing cistern of any size including stackingof usefulmaterials near the site and disposal of unserviceablematerials within50 metres lead.

24690 1-15-52 183.50

Dismantling of C.I. sluice valve including stacking of usefulmaterials within a leadof 50 metres

1-15-53

eachUp to 150 mm diameter24691 1-15-53-1 53.30

eachAbove 150 mm diameter24692 1-15-53-2 219.20

eachDismantling of spindle fire hydrant including stacking of usefulmaterialswithin 50 metres lead.

24693 1-15-54 129.90

Dismantling of cement concrete platform along with curtain wallsand base concreteetc. including stacking of useful materials near the site anddisposal of unserviceablematerials within 50 metres lead

1-15-55

each120 x 120 cm (outside to outside)24694 1-15-55-1 171.60



sq.mDismantling old plaster or skirting raking out joints andcleaning thesurface for plaster including disposal of rubbish to the dumpinggroundwithin 50 metres lead.

24697 1-15-56 8.40

sq.mDismantling aluminium/ Gypsum partitions, doors, windows,fixedglazing and false ceiling including disposal of unserviceablesurplusmaterial and stacking of serviceable material with in 50 meterslead asdirected by Engineer-in-charge.

24698 1-15-57 11.80

cu.mDemolishing C.C. /R.C.C. work by mechanical means andstockpilingat designated locations and disposal of dismantled materialsup to alead of 1000m, stacking serviceable and unserviceablematerialseparately including cutting reinforcement bars.

24699 1-15-58 1,423.40


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Rate In (Rs.)


stockpilingat designated locations and disposal of dismantled materialsup to alead of 1000m, stacking serviceable and unserviceablematerialseparately including cutting reinforcement bars.

cu.mDismantling of flexible pavement (bituminous courses) bymechanicalmeans and disposal of dismantled material up to a lead of 1000metres,as per direction of Engineer-in-charge.

24700 1-15-59 257.40

Road Work1-16

sq.mPreparation and consolidation of sub grade with power road rollerof 8 to12 tonne capacity after excavating earth to an average of 22.5 cm.depth,dressing to camber and consolidating with road rollerincluding makinggood the undulations etc. and re-rolling the sub grade anddisposal ofsurplus earth lead upto 50 metres.

24701 1-16-1 35.80

cu.mExtra for compaction of earth work in embankment underoptimummoisture conditions to give at least 95% of the maximumdry density(proctor density).

24702 1-16-2 13.60

Supplying and stacking at site.1-16-3

cu.m90 mm to 45 mm size stone aggregate.24703 1-16-3-1 1,034.90

cu.m63 mm to 45 mm size stone aggregate.24704 1-16-3-2 853.70

cu.m53 mm to 22.4 mm size stone aggregate.24705 1-16-3-3 825.80

cu.mOver burnt (Jhama) brick aggregate 120 mm to 40 mm24706 1-16-3-4 1,047.00

cu.mOver burnt (Jhama) brick aggregate 90 mm to 45 mm.24707 1-16-3-5 1,095.80

cu.mStone screening 13.2 mm nominal size (Type A).24708 1-16-3-6 1,982.30

cu.mStone screening 11.2 mm nominal size (Type B).24709 1-16-3-7 2,086.90

cu.mRed bajri24710 1-16-3-8 870.50

cu.mGood earth.24711 1-16-3-9 102.00

cu.m10 Moorum.24712 1-16-3-10 617.90

cu.mLaying spreading and compacting stone aggregate of specifiedsizes toWBM specifications including spreading in uniform thickness,handpicking , rolling with 3 wheeled road / vibratory roller 8-10 tonnein stagesto proper grade and camber, applying and broomingrequisite type ofscreening / binding material to fill up interstices of coarseaggregatewatering and compacting to the required density .

24713 1-16-4 213.20


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Rate In (Rs.)


sizes toWBM specifications including spreading in uniform thickness,handpicking , rolling with 3 wheeled road / vibratory roller 8-10 tonnein stagesto proper grade and camber, applying and broomingrequisite type ofscreening / binding material to fill up interstices of coarseaggregatewatering and compacting to the required density .

Laying water bound macadam sub-base withbrick aggregate andblindingmaterial, earth etc. including screening, sorting and spreading totemplate andconsolidation with light power road-roller etc. complete. (paymentfor brickaggregate and moorum etc. to be made separately)

1-16-5

cu.mOver burnt (Jhama) brick aggregate 120 mm to 40 mm.24714 1-16-5-1 141.80

cu.mOver burnt (Jhama) brick aggregate 90 mm to 45 mm.24715 1-16-5-2 141.80

Supplying, stacking and Spreading 6 mm thick red bajri, wateringand rolling completeincluding preparation of the surface and rolling.

1-16-6

sq.mWith road roller/ hand roller.24716 1-16-6-1 3.10

Brick edging in full brick width and half brick depth includingexcavation, refillingand disposal of surplus earth lead upto 50 metres.

1-16-7

metreWith F.P.S. bricks of class designation 7524717 1-16-7-1 110.70

Brick edging laid lengthwise with half brick depthincludingexcavation, refillingand disposal of surplus earth lead upto50 metres

1-16-8

metreWith F.P.S. bricks of class designation 7524718 1-16-8-1 32.30

sq.mScarifying metalled (water-bound) road surface includingdisposal ofrubbish lead upto 50m and consolidation of the aggregatereceived fromscarifying with power road roller of 8 to 10tonne capacity.

24719 1-16-9 7.30

sq.mMaking bajri path including preparation of subgrade, supplying andlayingbrick aggregate of 50mm nominal size 7.5 cm deep with blindingmaterialconsisting of 12 mm moorum and 12 mm red bajri consolidatedwith roadroller.

24720 1-16-10 126.70


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Rate In (Rs.)


with roadroller.

sq.mDry stone pitching 22.5 cm thick including supply of stones andpreparingsurface complete.

24721 1-16-11 309.90

Dry brick pitching half brick thick in drains including supply ofbricks and preparing the surface complete

1-16-12

sq.mDry brick pitching half brick thick in drains including supply ofbricks and

preparing the surface complete : With F.P.S. bricks of classdesignation 75

24722 1-16-12-1 407.80

Cutting road and making good the same including supply of extraquantities of materials i.e. aggregate, moorum screening, red bajriand labour required.

1-16-13

cu.mbituminous portion24723 1-16-13-1 943.00

cu.mWater bound macadam.24724 1-16-13-2 609.00

sq.mCutting bajri paths and making good the same includingsupply of extraquantities of brick aggregate, moorum and red bajri required.

24725 1-16-14 69.50

Supplying at site1-16-15

cu.mR.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mmnominal size) with wooden plugs or 6mm bar nibs whereverrequired as per direction of Engineer-in-charge including fixing(cost of earth works in excavation, concrete works infoundation to be paid separately).

24726 1-16-15-1 13,479.90

kilogram

Welded 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).

24727 1-16-15-2 55.80

eachSupplying and fixing turn buckles and straining bolts forbarbed wirefencing.

24728 1-16-16 117.10

metreFencing with R.C.C. post placed at required distance,embedded incement concrete blocks, every 15th post, last but one endpost andcorner post shall be strutted on both sides and end post oneside only,provided with horizontal lines and two diagonals of barbedwire 9.38 kgper 100 metres (min) between the two posts fitted andfixed with G.I. staples on wooden plugs or G.I. binding wiretied to 6 mm bar nibs fixedwhile casting the post (cost of R.C.C. posts, struts, earthwork andconcrete to be paid for separately) :- Payment to be made permetre costof total length of barbed wire used. With G.I. barbed wire

24729 1-16-17 7.50


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Rate In (Rs.)


provided with horizontal lines and two diagonals of barbedwire 9.38 kgper 100 metres (min) between the two posts fitted andfixed with G.I. staples on wooden plugs or G.I. binding wiretied to 6 mm bar nibs fixedwhile casting the post (cost of R.C.C. posts, struts, earthwork andconcrete to be paid for separately) :- Payment to be made permetre costof total length of barbed wire used. With G.I. barbed wire

metreFencing with angle iron post placed at required distanceembedded incement concrete blocks, every 15th post, last but one endpost andcorner post shall be strutted on both sides and end post on oneside onlyand provided with horizontal lines and two diagonalsinterwoven 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 bepaid forseparately) :- Payment to be made per metre cost of totallength ofbarbed wire used.With G.I. barbed wire

24730 1-16-18 11.00

kilogram

Supplying at site Angle iron post & strut of required size includingbottomto be split and bent at right angle in opposite direction for 10cm lengthand drilling holes upto 10 mm dia. etc. complete.

24731 1-16-19 55.60

sq.mWelded steel wire fabric fencing with posts of specifiedmaterial and ofstandard design placed and embedded in cement concreteblocks45x45x60cm of mix 1:5:10 (1 cement:5 fine sand : 10graded stoneaggregate 40mm nominal size) every 15th post, last but oneend postand corner post shall be strutted on both sides and end post onone sideonly and struts embedded in cement concrete blocks 70x45x50cmof thesame mix, provided with welded steel wire fabric fixed betweenthe postsfitted and fixed with G.I. staples on wooden plugs or tied to 6 mmbar nibswith G.I. binding wire (cost of posts, welded steel wirefabric, painting,earth work in excavation and concrete to be paid for separately) :

24732 1-16-20 13.20


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Rate In (Rs.)


same mix, provided with welded steel wire fabric fixed betweenthe postsfitted and fixed with G.I. staples on wooden plugs or tied to 6 mmbar nibswith G.I. binding wire (cost of posts, welded steel wirefabric, painting,earth work in excavation and concrete to be paid for separately) :

cmEngraving letters in hard stone24733 1-16-21 2.80

eachProviding and fixing 15x15x90cm boundary stone of hard stonewith top30 cm chisel dressed on all four sides and on top (cost ofexcavation,refilling and concrete etc. to be paid for separately).

24734 1-16-22 96.00

eachProviding and fixing 15cm dia at top 20cm at bottom and90cm highprecast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarsesand :3 graded stone aggregate 20mm nominal size) boundarystone as perstandard design including finishing smooth with cementmortar 1:3 (1cement : 3 fine sand) (cost of excavation, refilling andconcreting to bepaid for separately).

24735 1-16-23 364.40

Providing and fixing precast reinforced cement concrete 1:1.5:3 (1cement: 1.5 coarse sand : 3 graded stone aggregate 20mmnominal size) kilometre stone as per standard design includingfinishing smooth in 1:3 cement mortar (1 cement:3 fine sand) butexcluding the cost of earth work, concrete in foundation, paintingand lettering etc. which shall be paid for separately.

1-16-24

each35x111x25 cm size.24736 1-16-24-1 1,413.10

each50x152.5x25 cm size.24737 1-16-24-2 2,228.50

each35x93.5x18 cm size.24738 1-16-24-3 947.10

sq.mSurface dressing on new surface with paving bitumen of gradeA-90/S-90of approved quality using 2.25 kg of bitumen per sqm with1.65 cum ofstone chippings 13.2 mm nominal size per 100 sqm of roadsurfaceincluding consolidation with road roller of 6 to 8 tonnecapacity etc.complete:

24739 1-16-25 151.50


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Rate In (Rs.)


sq.mSurface dressing on new surface in two coats with bitumen ofgrade A-90/S-90 of approved quality using 1.8kg.of bitumen per sqm with1.5cumof stone chippings 13.2mm nominal size per 100 sqm of roadsurface 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 forsecondcoat including consolidation of each coat separately with roadroller of 6to 8 tonne capacity etc. complete.

24740 1-16-26 206.60

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. with1.50 cum ofstone chippings 11.2 mm nominal size per 100 sqm of roadsurfaceincluding consolidation with road roller of 6 to 8 tonnecapacity, etc.complete.

24741 1-16-27 121.10

sq.mSurface dressing one coat on new surface with bitumen ofspecifiedgrade at a rate of 1.95 kg/sqm. of surface area with 1.5cum. of stonechippings 13.2 mm nominal size per 100 sqm. of road surfaceincludingconsolidation with road roller of 6 to 8 tonne capacity , etc.complete : Using bitumen emulsion (minimum 50% bitumen content -RS grade conforming to IS : 8887).

24742 1-16-28 110.70

Surface dressing one coat on old surface with bitumen of specifiedgrade at therate of 1.22 kg/ sqm of surface area with 1.10 cum of stonechippings 11.2 mmnominal size per 100 sqm. of road surface including consolidationwith roadroller of 6 to 8 tonne capacity etc. complete :

1-16-29

sq.mUsing bitumen emulsion (minimum 50% bitumen content - RSgrade conforming to IS : 8887).

24743 1-16-29-1 72.00

Providing and applying tack coat using hot straight run bitumen ofgrade 80/ 100including heating the bitumen, spraying the bitumen withmechanically operatedspray unit fitted on bitumen boiler, cleaning and preparing theexisting roadsurface as per specifications

1-16-30


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Rate In (Rs.)


mechanically operatedspray unit fitted on bitumen boiler, cleaning and preparing theexisting roadsurface as per specifications

sq.mOn W.B.M. @ 0.75 Kg / sqm.24744 1-16-30-1 35.30

sq.mOn bituminous surface @ 0.50 Kg/sqm.24745 1-16-30-2 24.80

Providing and applying tack coat using bitumen emulsion (RapidSetting)complying with IS 8887-1995, spraying the bitumen emulsion withmechanicallyoperated spray unit, cleaning and preparing the existing roadsurface as perspecifications

1-16-31

sq.mOn W.B.M @ 0.4kg/sqm.24746 1-16-31-1 15.50

sq.mOn bituminous surface @ 0,25kg/sqm24747 1-16-31-2 10.90

2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stonechippings of13.2 mm size and 11.2 mm size respectively per 100 sqm. and 52kg. and 56 kg. ofhot bitumen per cum of stone chippings of 13.2 mm and 11.2 mmsize respectivelyincluding a tack coat with hot straight run bitumen includingconsolidation withroad roller of 6 to 9 tonne capacity etc. complete: (tack coat to bepaid forseparately).

1-16-32

sq.mWith paving Asphalt 80/100 heated and then mixed with solvent atthe rate of 70 grams per kg of asphalt

24748 1-16-32-1 132.40

sq.mWith paving Asphalt 60/70 with no solvent24749 1-16-32-2 163.20

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP :53-1999

24750 1-16-32-3 132.50

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum ofstone 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 mmsize respectivelyincluding a tack coat with hot straight run bitumen includingconsolidation withroad roller of 6 to 9 tonne capacity etc. complete, (tack coat to bepaid forseparately):

1-16-33


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Rate In (Rs.)


separately):

sq.mWith paving Asphalt 80/100 heated and then mixed with solvent atthe rate of 70grams per kg of asphalt.

24751 1-16-33-1 0.00

sq.m2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2mm nominalsize per 100 sqm and bitumen emulsion (medium setting min.65% bitumencontent) complying with IS : 8887-1995 using 96kg per cum ofchipping includingconsolidation with road roller of 6 to 9 tonne capacity etc.complete.

28502 1-16-34 81.60

sq.m2.5 cm premix carpet surfacing with 3 cum of stone chippings 10mm nominalsize per 100 sqm and bitumen emulsion (medium setting min.65% bitumencontents) complying with IS : 8887-1995 using 96 kg per cum ofchippings ofroad surface including consolidation with road roller etc complete

28501 1-16-35 148.20

Providing and laying bitumen mastic wearing course (as perspecifications) withindustrial bitumen of grade 85/25 conforming to IS : 702 preparedby using masticcooker and laid to required level and slope including providingantiskid surfacewith bitumen precoated fine grained hard stone chipping ofapproved size at therate of 0.005 cum per 10 sqm and at approximate spacing of 10cmcentre to centre in both directions, pressed into surface protruding1mm to 4mm over mastic surface, including cleaning the surface,removal of debris etc. all complete. (Considering bitumen using10.2% as per MORTH specification.)

1-16-37

sq.m25mm thick.24754 1-16-37-1 101.70

sq.m40 mm thick24755 1-16-37-2 101.70

2.5 cm thick bitumastic sheet with hot bitumen of approved qualityusing stone chippings (60% 12.5 mm nominal size and 40% 10mm nominal size) @ 1.65 cum per 100 sqm and coarse sand at1.65 cum per 100 sqm of road surface and with bitumen @ 56kg/cum of stone chippings and @ 128 kg/cum, of sand over a tackcoat with hot straight run bitumen including consolidation withroad roller of 8 to 10 tonne etc. complete, (tack coat to be paidseparately):

1-16-38


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Rate In (Rs.)


sq.mWith paving Asphalt 80/100 heated and then mixed with solvent atthe rate of 70 grams per kg of asphalt.

24756 1-16-38-1 599.60

sq.mWith paving Asphalt 60/70.24757 1-16-38-2 18.80

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP :53-1999.

24758 1-16-38-3 0.00

4 cm thick bitumastic sheet with hot bitumen of approved qualityusing stonechippings (60% 12.5mm nominal size and 40% 10mm nominalsize) @ 2.60cum per 100 sqm and coarse sand at 2.60cum per100 sqm of road surface and with bitumen @ 56 kg/cum, of stonechippings and at 128 kg/cum of sand over a tack coat withhotstraight run bitumen including consolidation with road roller of 8 to10 tonne etc. complete, (tack coat to be paid separately):

1-16-39

sq.mWith paving Asphalt 80/100 heated and then mixed with solvent atthe rate of 70 grams per kg of asphalt.

24759 1-16-39-1 0.00

sq.mWith paving asphalt 60/70 with no solvent24760 1-16-39-2 0.00

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP :53-1999.

24761 1-16-39-3 0.00

sq.mProviding and laying seal coat of premixed fine aggregate ( passing2.36 mm andretained on 180 micron sieve) with bitumen using 128 kg ofbitumen of grade 80 /100bitumen per cum of fine aggregate and 0.60cum of fine aggregateper 100 sqm ofroad surface including rolling and finishing withroad roller allcomplete.

28499 1-16-40 20.70

sq.mProviding and laying seal coat over prepared surface of road withbitumen heatedin bitumen boiler fitted with the spray set spraying using 98 kg ofbitumen of grade80/100 and blinding surface with 0.90cum of stone aggregate of6.7 mm size (Passing11.2mm sieve and retained on 2.36mm sieve) per 100 sqm ofroad surface includingrolling and finishing with power road roller all complete.

28500 1-16-41 2,462.10

cu.mCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 40 mmnominal size) in pavements, laid to required slope and camber inpanels as requiredincluding consolidation finishing and tamping complete.

28498 1-16-42 4,123.30

cu.mProviding and laying design mix cement concrete in roads, taxitracks and runwayshaving a minimum works test beam flexural strength of 30 kg. percm2 at 28 days usingnot less than 340 Kg. of cement per cum of finished concrete,coarse sand and gradedstone aggregate of 40mm nominal size in appropriate proportionsas per specified designcriteria approved by Engineer-in-charge,mechanically. vibratedusing needle and surfacevibrators including steel form work with sturdy M- S. channelsections including curingand providing and filling construction joints and dummy joints withapproved joint filterPrimer or equivalent including rounding of the edges and filling thegrooves 10x25mmdeep at top for construction joints and 10mmx50mm deep at topfor dummy joints withjoint sealing compound (conforming to grade B of IS : 1834)including making necessaryarrangements for expansion joints etc. all complete.

28497 1-16-43 4,145.30


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Rate In (Rs.)


tracks and runwayshaving a minimum works test beam flexural strength of 30 kg. percm2 at 28 days usingnot less than 340 Kg. of cement per cum of finished concrete,coarse sand and gradedstone aggregate of 40mm nominal size in appropriate proportionsas per specified designcriteria approved by Engineer-in-charge,mechanically. vibratedusing needle and surfacevibrators including steel form work with sturdy M- S. channelsections including curingand providing and filling construction joints and dummy joints withapproved joint filterPrimer or equivalent including rounding of the edges and filling thegrooves 10x25mmdeep at top for construction joints and 10mmx50mm deep at topfor dummy joints withjoint sealing compound (conforming to grade B of IS : 1834)including making necessaryarrangements for expansion joints etc. all complete.

litreExtra for providing and mixing hardening campound of approvedquality as permanufacturer’s specification in cement concrete.

28496 1-16-44 0.00

sq.mProviding and fixing in position premoulded joint filler in expansionjoints.

28495 1-16-45 438.30

Providing and laying in position bitumen hot sealing compound forexpansionjoints etc.

1-16-46

cu.mUsing grade ‘A’ sealing compound.24762 1-16-46-1 13,320.00

Painting runway/taxi track/apron marking with adequate no. ofcoat to give uniform finish with road marking paint of superiormake as approved by the Engineer-incharge including cleaning thesurface of all dirt, scales, oil, grease and other foreign material etcand lining out complete.

1-16-47

sq.mNew work (Two or more coats)24763 1-16-47-1 66.80

sq.mOld work (One or more coats)24764 1-16-47-2 41.20

Painting road surface marking with adequate no. of coats to giveuniform finishwith ready mixed road marking paint conforming to IS : 164, onbituminous surface in white/yellow shade including cleaning thesurface of all dirt, scales, oil, grease and foreign material etc.complete.

1-16-48


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Rate In (Rs.)


sq.mNew work (Two or more coats).24765 1-16-48-1 67.70

sq.mOld work (One or more coats)24766 1-16-48-2 43.50

Nos.Making bell mouth opening/ entrance of size 100x50x50cm fordrainage pipe underfootpath including providing cement concrete 1:3:6 (1 cement: 3coarse sand : 6graded stone aggregate 20mm nominal size) for shape of bellmouth includingplastering providing and fixing precast R.C.C./ S.F.R.C. slabincluding plasteringwith cement mortar 1:3 (1 cement: 3 fine sand) of 6 mmthickness on exposedsurface of the slab & bell mouth including centring, shuttering &neat cementpunning inside the bell mouth etc. all complete.

28494 1-16-49 1,391.60

Nos.Providing and fixing Glow studs of size 100x20 mm made of heavyduty body shallbe moulded ASA (Acrylic styrene Acryloretrite ) or HIP (Highimpact polystyrene)or ABS having electronically welded micro- prismatic lens withabrasion resistantcoating as approved by Engineer in charge. The glow stud shallsupport a load of13635 kg tested in accordance with ASTM D4280. The slope ofretro- reflectivesurface shall be 35 +/-5 degrees to base .The reflective panels onboth sides with atleast 12 cm of reflective area up each side. The luminanceintensity should be asper the specification and shall be tested as described in ASTM I:809 as recommended in BS : 873 part 4 : 1973. The studs shall befixed to the Road surfaceusing the adhesive conforming to IS, as per procedurerecommended by themanufacturer complete and as per direction of Engineer-in-charge.

28489 1-16-50 647.40

Preparation of sub-base road pavement with commercial dry lime(slaked), fly ash stabilised soil with a mix of 3% lime, 12% fly ashand 85% local suitable soil by weight, so as to achieve minimumfield C.B.R. of 20 including mixing, rolling with road roller curingetc. all complete.

1-16-51

cu.mMinimum thickness 15 cm.24767 1-16-51-1 321.60

cu.mProviding and fixing precast lime fly ash concrete blocks 1:2:3:6 (1lime : 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) infoot paths includingpreparation of sub grade with a hand rammer, laying 10 mm thickleveling course offine sand (jamuna sand) and filling the joints with fine sand.

28492 1-16-52 0.00


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Rate In (Rs.)


3 coapSe sand : 6 graded stone aggregate 20 mm nominal size)including finishingwith 10mm thick cement mortar 1:3 (1 cement: 3 coarse sand) infoot paths includingpreparation of sub grade with a hand rammer, laying 10 mm thickleveling course offine sand (jamuna sand) and filling the joints with fine sand.

metreProviding and fixing concertina coil fencing with required dia 600mm upto 3m height of wall with existing angle iron ‘Y’ shapedplaced 2.4 m or 3.00 m apart andwith 9 horizontal R.B.T. stud tied with G.I. staples and G.I. clips toretain horizontal including necessary bolts or G.I. barbed wire tiedto 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 strengthof 165 kg/ sq.mm. with tape (0.52 mm thick) of Supreme make orequivalent and weight 43.478gm/ metre (cost of M.S. angle, C.C.blocks shall be paid separately)

28493 1-16-53 220.00

Providing and laying Dense Bituminous macadam on preparedsurface withspecified graded crushed stone aggregate for profile correctivebase/ bindingcourse including loading of aggregate with FE loader and hotmixing of stoneaggregate, filler and bitumen in hot mix plant, transporting themixed material by tippers to paver and laying the mixed materialwith paver finisher fitted with electronic sensing device to therequired level and grade and rolling by road roller as per MORTHspecifications, to achieve the desired density, but excluding thecost of primer / tack coat.

1-16-54

cu.m50/75mm average compacted thickness with bitumen of 60/70grade @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate).

24768 1-16-54-1 2,199.60

Providing and laying Bituminous Macadam on prepared surfacewith specifiedgraded crushed stone aggregate for profile corrective base/ bindercourse including loading of aggregate with F.E. loader , hot mixingof stone aggregates and bitumen in hot mix plant, transporting themixed material by tippers to paver and laying the mixed materialwith paver finisher fitted with electronic sensing device to therequired level and grade and rolling with road rollers, as perMORTH specification to achieve the desired density andcompaction but excluding the cost of primer/ tack coat.

1-16-55

cu.m50mm / 75mm average compacted thickness with bitumen of60/70 grade @ 3.5% (Percentage by weight of total mix)

24769 1-16-55-1 1,002.70


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Rate In (Rs.)


60/70 grade @ 3.5% (Percentage by weight of total mix)

Providing and laying Dense Bituminous concrete on preparedsurface withspecified graded stone aggregate for wearing course includingloading of aggregate with F.E. loader , and hot mixing of bitumenwith filler and stone aggregate in hot mix plant , transporting themixed material by tippers to paver and laying the mixed materialwith mechanical paver finisher fitted with electronic sensing deviceto the required level and grade and rolling with road rollers, as perMORTH specification, to achieve the desired density andcompaction but excluding cost of primer/ tack coat.

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).

24770 1-16-56-1 1,813.60

Providing and laying Dense Bituminous Concrete on preparedsurface withspecified graded stone aggregate for wearing course includingloading ofaggregate with F.E. loader, and hot mixing of bitumen with fillerand stone aggregate in hot mix plant, transporting the mixedmaterial by tippers to paver and laying the mixed material withmechanical paver finisher fitted with electronic sensing device tothe required level and grade and rolling with road rollers, as perMORTH specifications, to achieve the desired density andcompaction but excluding cost of primer/ tack coat.

1-16-57

cu.m40 mm/50mm compacted thickness with bitumen of grade CRMB -60 @ 5.5% and lime @3% (percentage by weight of total mix).

24771 1-16-57-1 1,813.60

Providing and laying Dense Bituminous Concrete on preparedsurface withspecified graded stone aggregate for wearing course includingloading ofaggregate with F.E. loader, and hot mixing of bitumen with fillerand stone aggregate in hot mix plant, transporting the mixedmaterial by tippers to paver and laying the mixed material withmechanical paver finisher fitted with electronic sensing device tothe required level and grade “and rolling with road rollers, as perMORTH specifications, to achieve the desired density andcompaction but excluding cost of primer/ tack coat.

1-16-58

cu.m40 mm/50mm compacted thickness with bitumen of grade PMB -40 @ 5.5% and lime @3% (percentage by weight of total mix).

24772 1-16-58-1 1,813.60

Manufacturing supplying and fixing retro reflective sign boardsmade up of 2mm thick aluminium sheet, face to be fully coveredwith high intensity encapsulated type heat activated retroreflective sheeting conforming to type - IV of ASTM-D 4956-01 inblue and silver white or other colour combination including subjectmatter, message (bi-lingual), symbols and borders etc. as perIRC ; 67:2001, pasted on substrate by an adhesive backing whichshall be activated by applying heat and pressure conforming toclass -2 of ASTM-D-4956-01 and fixing the same with suitablesized aluminium alloy rivets @ 20 cm c/c to back support frame ofM.S. angle iron of size 25x25x3 mm alongwith theft resistantmeasures, mounted and fixed with 2 Nos. M.S. angles of size35x35x5 mm to a vertical post made up of M.S.Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes inpipes, angles flats, providing & fixing M.S. message plate ofrequired size steel work to be painted with two or more coats ofsynthetic enamel paint of required shade and of approved brand &manufacture over priming coat of zinc chromate yellow primer(vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coatsof epoxy paint over and including appropriate priming coatincluding all leads and lifts etc. complete as per drawing .specification and direction of Engineer-in-charge.

1-16-59


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Rate In (Rs.)


blue and silver white or other colour combination including subjectmatter, message (bi-lingual), symbols and borders etc. as perIRC ; 67:2001, pasted on substrate by an adhesive backing whichshall be activated by applying heat and pressure conforming toclass -2 of ASTM-D-4956-01 and fixing the same with suitablesized aluminium alloy rivets @ 20 cm c/c to back support frame ofM.S. angle iron of size 25x25x3 mm alongwith theft resistantmeasures, mounted and fixed with 2 Nos. M.S. angles of size35x35x5 mm to a vertical post made up of M.S.Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes inpipes, angles flats, providing & fixing M.S. message plate ofrequired size steel work to be painted with two or more coats ofsynthetic enamel paint of required shade and of approved brand &manufacture over priming coat of zinc chromate yellow primer(vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coatsof epoxy paint over and including appropriate priming coatincluding all leads and lifts etc. complete as per drawing .specification and direction of Engineer-in-charge.

Nos.Mandatory/ Regulatory sign boards of 900mm diametre withpartas length of 3750mm.

24773 1-16-59-1 21,267.80

Nos.Cautionary /warning sign boards of equilateral triangular shapehaving each side of 900mm with support length of 3650mm.

24774 1-16-59-2 21,267.80

Manufacturing supplying and fixing retro reflective overheadsignage boards made up of 2mm thick aluminium sheet face to befully covered with high intensity and encapsulated lens type heatactivated retro reflective sheeting conforming to type - III ofASTM-D-4956-01 as approved by Engineer-in-charge letters,borders etc. as per IRC : 67-2001 in silver white with blue colourback ground and with high intensity grade, pasted on substrate bypressure sensitive adhesive backing which shall be activated byapplying pressure conforming to class II of ASTM-D-4956-01 andfixing the same to the plate of structural frame work by means ofsuitable sized aluminiumalloys, rivets or bolts & nuts @ 300 mm centre to centre all alongthe periphery as well as in two vertical rows alongwith theftresistant measures including the cost of painting with two’or morecoats of epoxy paint in grey colour on the back side of aluminiumsheet including appropriate priming coat. The rate includes thecost of rounding off the corners, lowering down the structuralframe work from the gantry, fixing and erecting the same inposition all complete as per drawings, specification and direction ofthe engineer-in-charge. (Structural frame work including M.S.plate to be provided separately. Rectangular area of the sheet onlyshall be measured for payment).

1-16-60


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Rate In (Rs.)


shall be measured for payment).

sq.mOverhead informatory road signage.24775 1-16-60-1 5,907.70

sq.mProviding Retro-reflective regulatory sign board of size 900mm diameter made outof 2mm thick aluminium sheet, face to be fully covered with highintensityencapsulated lens type retro -reflective sheeting as approved byEngineer-in-charge.Letter , symbols, borders etc. will be as per IRC - 67 with requiredcolour scheme onthe boards and with the high intensity grade A. The aluminiumsheet to be rivetedto M.S. frame of angle iron of stze 40x40x4mm The boards will befixed to 1 No.50x50mm square post made of M.S. angle 50x50x4m, 4m longwelded to the framewith adequate anti-theft arrangement .Sheet work to be paintedwith two or morecoats of synthetic enamel paint over an under coat (primer) andback side ofaluminium sheet to be painted with two or more coats of epoxypaint includingappropriate priming coat complete in all respects as per directionof Engineer-incharge.

28481 1-16-61 8,138.00

sq.mProviding and applying 2.5mm thick road marking strips(retro-reflective) of specifiedshade/ colour using hot thermoplastic material by fully/ semiautomatic thermoplasticpaint applicator machine fitted with profile shoe, glass beadsdispenser, propanetank heater and profile shoe heater, driven by experiencedoperator on road surfaceincluding cost of material, labour ,T&P, cleaning the road surface ofall dirt, seals,oil, grease and foreign material etc. complete as per direction ofEngineer-in-chargeand accordance with applicable specifications.

28482 1-16-62 604.10

sq.mProviding and laying and making kerb channel 30cm wide and50mm thick of cementconcrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate20mm nominalsize) over 75mm bed of dry brick ballast 40 mm nominal size wellrammed andconsolidated and grouted with fine sand including finishing the topsmooth etc.complete and as per direction of Engineer-in-charge.

28483 1-16-63 302.30


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Rate In (Rs.)


complete and as per direction of Engineer-in-charge.

sq.mProviding and laying 75mm thick compacted bed of dry brickaggregate of 40mmthick nominal size including spreading, well ramming, consolidatingand groutingwith jamuna sand including finishing smooth etc. complete as perdirection ofEngineer-in-charge.

28484 1-16-64 135.10

Nos.Providing and fixing post delineators (made of ABS body fitted with2 nose 100mmdia ) reflective and reflectors are mounted on MS pipe of 65mm diadully powdercoated anti-rust steel to be installed as per direction ofEngineer-in-charge.

28485 1-16-65 835.50

Excavating holes upto 0.10 cum including getting out theexcavated soil, thenreturning the soil as deported in layers not exceeding 20cm indepth includingconsolidating and deposited layer by ramming watering etc.Disposing of surplus excavated soil as directed with in a lead of50m and lift upto 1.5 m.

1-16-66

eachAll kind of soil.28486 1-16-66-1 13.90

sq.mProviding and fixing at or near ground level factory made RCCpavement slab of M-30 grade of size 450x450x50mm (HPL orequivalent ) including reinforcement with 6mm dia M.S. bars 4nose on each side including setting in position in footpath to therequired level and line over a bed of 20mm average thick cementmortar 1:3 (1 cement : 3 coarse sand ) having thickness not morethan 5mm except on curve including filling of joints with samecement mortar and making grooves etc. complete as per directionof Engineer-in-charge.

28487 1-16-67 409.30

sq.mProviding and laying 60mm thick factory made cement concreteinterlocking paverblock of M -30 grade made by block making machine with strongvibratorycompaction and of approved size and design/ shape laid inrequired colour andpattern over and including 50mm thick compacted bed of coursesand, filling thejoints with coarse sand etc. all complete as per the direction ofEngineer-incharge.

28488 1-16-68 595.00

cu.mProviding and laying at or near ground level factory made kerbstone of M-25grade cement in position to the required line, level and curvaturejointed withcement mortar 1:3(1 cement: 3 coarse sand ) including makingjoints with orwithout grooves (thickness of joints except at sharp curve shall notto morethan 5mm) including making drainage opening wherever requiredcomplete etc.as per direction of Engineer-in-charge (length of finished kerbedging shall bemeasured for payment). (Precast C.C. kerb stone shall beapproved by Engineerin-charge).

28480 1-16-69 5,166.50


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Rate In (Rs.)


grade cement in position to the required line, level and curvaturejointed withcement mortar 1:3(1 cement: 3 coarse sand ) including makingjoints with orwithout grooves (thickness of joints except at sharp curve shall notto morethan 5mm) including making drainage opening wherever requiredcomplete etc.as per direction of Engineer-in-charge (length of finished kerbedging shall bemeasured for payment). (Precast C.C. kerb stone shall beapproved by Engineerin-charge).

Providing and fixing G.I. chain link fabric fencing of required widthin 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.24776 1-16-70-1 468.00

sq.mMade of G.I. wire of dia. 4mm, PVC coated to achieve outer dia.not less than 5mm in required colour and shade.

24777 1-16-70-2 504.60

sq.mProviding and fixing G.I. chain link fabric fencing of required widthin mesh size25x25 mm made of G.I. wire of dia. 3mm including strengtheningwith 2mm dia.wire or nuts, bolts and washers as required complete as per thedirection ofEngineer-in-charge.

28479 1-16-71 485.60

cu.mSupplying and stacking of hard stone (for stone pitching) 22.5 cmthick at site.

28478 1-16-72 799.10

sq.mDry stone pitching 22.5cm thick laid in courses and required profilewith hammerdressed stones having no side less than 15 cm, with minimumdepth of 20cmincluding preparing the bedding surface etc. all complete.(Payment for Stone tobe made separately)

28477 1-16-73 135.50

75 mm thick back filling for pitching including supplying of requiredmaterialsand consolidation etc. complete with:

1-16-74

sq.mMoorum24778 1-16-74-1 49.20

sq.mStone aggregate 20 mm nominal size.24779 1-16-74-2 121.00


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Rate In (Rs.)


sq.mStone aggregate 40 mm nominal size.24780 1-16-74-3 65.50

cu.mProviding and laying C.C. pavement of mix M25 with ready mixedconcrete frombatching plant. The ready mixed concrete shall be laid and finishedwith screedboard vibrator , vacuum dewatering process and finally finished byfloating,brooming with wire brush etc. complete as per specifications anddirections ofEngineer-in-charge. (The panel shuttering work shall be paid forseparately ).

28476 1-16-75 6,220.40

cu.mDeduct for using of M 20 grade concrete instead of M-25 gradeconcrete in C.C.pavement.

28475 1-16-76 366.80

sq.mScarifiying the existing bituminous road surface to depth of 50mmand disposal ofscarified material withyin all lifts and lead upto 1000 metre (bymechanincal means).

28474 1-16-77 4.70

Sanitary Installation1-17

Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100mm

1-17-1

eachWhite Vitreous china Orissa pattern W.C. pan of size 580x440mmwith integral typefoot rests.

26342 1-17-1-1 2,919.00

eachStainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size585x480 mm with flushpipe and integrated type foot rests.

26343 1-17-1-2 1,943.40

Providing and fixing white vitreous china pedestal type watercloset (European type

1-17-2

eachW.C. pan with ISI marked white solid plastic seat and lid26344 1-17-2-1 2,675.10

eachW.C. pan with ISI marked black solid plastic seat and lid26345 1-17-2-2 2,640.30

Providing and fixing white vitreous china pedestal type watercloset (European type)

1-17-3

eachW.C. pan with ISI marked white solid plastic seat and lid.26346 1-17-3-1 4,063.30

eachW.C. pan with ISI marked black solid plastic seat and lid.26347 1-17-3-2 4,028.40

Providing and fixing white vitreous china flat back or wall cornertype lipped front

1-17-4

eachOne urinal basin with 5 litre white P.V.C. automatic flushingcistern.

26348 1-17-4-1 2,567.60


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Rate In (Rs.)


cistern.

eachRange of two urinal basins with 5 litre white P.V.C. automaticflushing cistern.

26349 1-17-4-2 4,335.70

eachRange of three urinal basins with 10 litre white P.V.C. automaticflushing cistern.

26350 1-17-4-3 5,732.10

eachRange of four urinal basins with 10 litre white P.V.C. automaticflushing cistern.

26351 1-17-4-4 7,801.40

Providing and fixing white vitreous china flat back half stall urinalof size

1-17-5

eachSingle half stall urinal with 5 litre P.V.C. automatic flushing cistern.26352 1-17-5-1 4,755.20

eachRange of two half stall urinals with 5 litre P.V.C. automatic flushingcistern.

26353 1-17-5-2 7,576.90

eachRange of three half stall urinals with 10 litre P.V.C. automaticflushing cistern.

26354 1-17-5-3 10,026.90

eachRange of four half stall urinals with 10 litre P.V.C. automaticflushing cistern.

26355 1-17-5-4 7,237.00

Providing and fixing one piece construction white vitreous chinasquatting plate

1-17-6

eachSingle squatting plate with 5 litre P.V.C. automatic flushing cistern.26356 1-17-6-1 3,048.80

eachRange of two squatting plates with 5 litre P.V.C. automatic flushingcistern.

26357 1-17-6-2 4,672.80

eachRange of three squatting plates with 10 litre P.V.C. automaticflushing cistern.

26358 1-17-6-3 6,010.70

eachRange of four squatting plates with 10 litre P.V.C. automaticflushing cistern.

26359 1-17-6-4 7,343.50

Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps,32

1-17-7

eachWhite Vitreous China Wash basin size 630x450 mm with a pair of15 mm C.P. brasspillar taps.

26360 1-17-7-1 1,653.10

eachWhite Vitreous China Wash basin size 630x450 mm with a single15 mm C.P. brasspillar tap.

26361 1-17-7-2 1,493.20

eachWhite Vitreous China Wash basin size 550x400 mm with a pair of15 mm C.P. brasspillar taps.

26362 1-17-7-3 1,464.90

eachWhite Vitreous China Flat back wash basin size 550x400 mm withsingle 15 mm C.P.brass pillar tap.

26363 1-17-7-4 1,305.10


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Rate In (Rs.)


single 15 mm C.P.brass pillar tap.

eachWhite Vitreous China Angle back wash basin size 600x480 mmwith single 15 mmC.P. brass pillar tap.

26364 1-17-7-5 1,430.50

eachWhite Vitreous China Angle back wash basin size 400x400 mmwith single 15 mmC.P. brass pillar tap.

26365 1-17-7-6 1,161.10

eachWhite Vitreous China Flat back wash basin size 450x300 mm withsingle 15 mm C.P.brass pillar tap.

26366 1-17-7-7 1,179.60

eachWhite Vitreous China Surgeon type wash basin of size 660x460mm with a pair of L5mm C.P. brass pillar taps with elbow operated levers.

26367 1-17-7-8 2,782.00

eachWhite Vitreous China Surgeon type wash basin of size 660x460mm with single 15mm C.P. brass pillar taps with elbow operated levers ISI marked.

26368 1-17-7-9 2,214.50

eachStainless Steel AISI-304(18/8) Round basin 405x355 mm withsingle 15 mm C.P.brass pillar tap.

26369 1-17-7-10 2,768.60

eachStainless Steel AISI-304(18/8) Wash basin 530x345 mm withsingle 15 mm C.P. brasspillar tap.

26370 1-17-7-11 2,559.50

eachProviding and fixing white vitreous china pedestal for washbasincompletely recessed at the back for the reception of pipes andfittings.

24811 1-17-8 846.60

Providing and fixing kitchen sink with C.I. brackets, C.P. brasschain with rubber

1-17-9

eachWhite glazed fire clay kitchen sink of size 600x450x250 mm.26371 1-17-9-1 2,195.80

Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink asper IS 13983

1-17-10

Kitchen sink with drain board1-17-10-1

each510x1040 mm bowl depth 250mm.26372 1-17-10-1-1 7,453.10




Kitchen sink without drain board1-17-10-2


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Rate In (Rs.)


each610x510 mm bowl depth 200 mm.26376 1-17-10-2-1 4,112.20



Providing and fixing white vitreous china laboratory sink with C.I.brackets, C.P.

1-17-11

eachSize 450x300x150mm26379 1-17-11-1 1,780.00

eachSize 600x450x200mm26380 1-17-11-2 2,805.60

eachProviding and fixing draining board with C.I. brackets includingpaintingof brackets, cutting and making good the walls whereverrequired : White glazed fire clay draining board of size600x450x25mm

24822 1-17-12 785.80

Providing and fixing white vitreous china water closet squattingpan (Indian type)

1-17-13

eachLong pattern W.C. pan of size 580 mm26381 1-17-13-1 684.10

eachOrissa pattern W.C. pan of size 580x440 mm26382 1-17-13-2 1,255.50

Extra for using coloured W.C. pan instead of white W.C. pan1-17-14

eachOrissa pattern W.C. pan 580x440 mm26383 1-17-14-1 2,429.90

eachProviding and fixing white vitreous china pedestal type (Europeantype/wash down type) water closet pan.

24826 1-17-15 990.70

eachExtra for using coloured pedestal type W.C pan (Europeantype) withlow level cistern of same colour instead of white vitreous chinaW.C panand cistern.

24827 1-17-16 1,113.90

Providing and fixing a pair of white vitreous china foot rests ofstandard pattern

1-17-17

each250x130x30 mm26384 1-17-17-1 141.00

each250x125x25 mm26385 1-17-17-2 142.10

Providing and fixing P.V.C. low level flushing cistern with manuallycontrolled device

1-17-18

each10 litre capacity-White26386 1-17-18-1 860.70

each10 litre capacity-coloured26387 1-17-18-2 949.20

Providing and fixing controlled flush, low level cistern made ofvitreous china with

1-17-19


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Rate In (Rs.)


each10 litre (full flush) capacity-white26388 1-17-19-1 1,451.30

each10 litre (full flush) capacity-coloured26389 1-17-19-2 2,034.40

Providing and fixing solid plastic seat with lid for pedestal typeW.C. pan complete :

1-17-20

eachWhite solid plastic seat with lid26390 1-17-20-1 402.00

eachBlack solid plastic seat with lid26391 1-17-20-2 367.10

eachExtra for providing coloured other than black solid P.V.C.plastic seatand cover in European type W.C. pan, instead of white plastic seatandcover.

24834 1-17-21 912.90

eachProviding and fixing G.I. inlet connection for flush pipeconnecting withW.C. pan.

24835 1-17-22 88.40

eachProviding and fixing white vitreous china flat back or wallcorner typelipped front urinal basin of 430x260x350mm and340x410x265mmsizes respectively.

24836 1-17-23 722.30

eachProviding and fixing white vitreous china squatting plateurinal withintegral rim longitudinal flush pipe.

24837 1-17-24 1,362.40

Providing and fixing white vitreous china wash basin includingmaking all

1-17-25

eachFlat back wash basin of size 630x450mm26392 1-17-25-1 903.60

eachFlat back wash basin of size 550x400mm.26393 1-17-25-2 715.50

eachAngle back wash basin of size 600x480mm.26394 1-17-25-3 840.90

eachAngle back wash basin of size 400x400mm.26395 1-17-25-4 571.40

eachFlat back wash basin of size 450x300mm.26396 1-17-25-5 1,732.30

eachSurgeon type wash basin of size 660x460mm.26397 1-17-25-6 1,217.20

Providing and fixing kitchen sink including making all connectionsexcluding cost

1-17-26

eachWhite glazed fire clay sink of size 600x450x250mm.26398 1-17-26-1 615.00

Providing and fixing white vitreous china laboratory sink includingmaking all

1-17-27

eachSize 450x300x150 mm.26399 1-17-27-1 997.10


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Rate In (Rs.)


eachSize 600x450x200 mm26400 1-17-27-2 2,022.70

Providing and fixing P.V.C. waste pipe for sink or wash basinincluding P.V.C.

1-17-28

Semi rigid pipe1-17-28-1

Nos.32mmdia24844 1-17-28-1-1 50.30

Nos.40mmdia24845 1-17-28-1-2 57.30

Flexible pipe1-17-28-2

Nos.32mm dia24846 1-17-28-2-1 56.10

Nos.40 mmdia24847 1-17-28-2-2 58.50

eachProviding and fixing 100 mm sand cast Iron grating for gully trap.33891 1-17-29 19.70

Nos.Providing and fixing in position 25mm diameter mosquito proofcoupling of approvedmunicipal design.

33890 1-17-30 35.10

Nos.Providing and fixing 600x450 mm bevelled edge mirror of superiorglass (of approvedquality) complete with 6 mm thick hard board ground fixed towooden cleats withC.P. brass screws and washers complete.

33889 1-17-31 306.80

Providing and fixing mirror of superior glass (of approved quality)and of

1-17-32

Nos.Circular shape 450mm dia.24848 1-17-32-1 965.20

Nos.Rectangular shape 453x357mm24849 1-17-32-2 1,033.30

Nos.Rectangular shape 1500x450 mm24850 1-17-32-3 1,080.40

Nos.Providing and fixing 600x120x5mm glass shelf with edges round ofsupported onanodised aluminium angle frame with C.P. brass brackets andguard rail completefixed with 40 mm long screws, rawl plugs etc., complete.

33888 1-17-33 420.00

Providing and fixing toilet paper holder :1-17-34

Nos.C.P. brass24851 1-17-34-1 373.10

Nos.Vitreous china24852 1-17-34-2 827.20

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: 1729.24853 1-17-35-1-1 17,295.50

metreCentrifugally cast (spun) iron socketed pipe as per IS: 3989.24854 1-17-35-1-2 14,802.80


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Rate In (Rs.)


75 mm diameter :1-17-35-2

metreSand cast iron S&S pipe as per IS: 1729.24855 1-17-35-2-1 12,631.70

metreCentrifugally cast (spun) iron socketed pipe as per IS: 3989.24856 1-17-35-2-2 417.20

Providing and filling the joints with spun yarn cement slurry andcement mortar 1:2

1-17-36

each75mm dia pipe24857 1-17-36-1 35.30

each100 mm dia pipe24858 1-17-36-2 41.60

Providing and fixing M.S. holder-bat clamps of approved design toSand Cast

1-17-37

eachFor 100 mm dia. Pipe24859 1-17-37-1 21.10

eachFor 75 mm dia. Pipe24860 1-17-37-2 118.30

Providing and fixing bend of required degree with access door,insertion rubber

1-17-38

100 mm1-17-38-1

Nos.Sand cast iron S&S as per IS - 172924861 1-17-38-1-1 18.80


75 mm dia1-17-38-2


Nos.Sand cast iron S&S as per IS- 398924864 1-17-38-2-2 15.00

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 : 398924866 1-17-39-1-2 283.70

75 mm1-17-39-2

Nos.Sand cast iron S&S as per IS -172924867 1-17-39-2-1 363.50


Providing and fixing heel rest sanitary bend1-17-40

100 mm dia1-17-40-1



75 mm1-17-40-2


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Rate In (Rs.)




Providing and fixing double equal junction of required degree withaccess door,

1-17-41

100x100x100x100mm1-17-41-1

eachSand cast iron S&S as per IS - 172924873 1-17-41-1-1 1,296.40

eachSand cast iron S&S as per IS - 398924874 1-17-41-1-2 718.00

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 - 172924877 1-17-42-1-1 1,180.30


75x75x75x75 mm1-17-42-2



Providing and fixing single equal plain junction of required degreewith access

1-17-43

100x100x100 mm1-17-43-1



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



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Rate In (Rs.)



Providing and fixing double unequal junction of required degreewith access

1-17-45

100x100x75x75 mm1-17-45-1



Providing and fixing double unequal plain junction of requireddegree

1-17-46

100x100x75x75 mm1-17-46-1



Providing and fixing single unequal junction of required degreewith access

1-17-47

100x100x75 mm1-17-47-1



Providing and fixing single unequal plain junction of requireddegree :

1-17-48

100x100x75 mm1-17-48-1



Providing and fixing double equal plain invert branch of requireddegree:

1-17-49

100x100x100x100mm1-17-49-1


eachSand cast iron S&S as per IS 398924898 1-17-49-1-2 596.10

75x75x75x75 mm1-17-49-2



Providing and fixing single equal plain invert branch of requireddegree:

1-17-50

100x100x100 mm1-17-50-1


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Rate In (Rs.)


eachSand cast iron S&S as per iron 172924901 1-17-50-1-1 466.00


75x75x75 mm1-17-50-2



Providing and fixing double unequal invert branch of requireddegree

1-17-51

100x100x75x75 mm1-17-51-1



Providing and fixing single unequal plain invert branch of requireddegree :

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. pipe24909 1-17-53-1-1 190.40


114 mm offsets1-17-53-2


Nos.With 100 mm dia. Pipe24912 1-17-53-2-2 190.40

152 mm offsets1-17-53-3

Nos.With 75 mm dia. Pipe24913 1-17-53-3-1 408.30


Providing and fixing sand cast iron S&S offsets as per IS: 3989.1-17-54

75 mm offsets1-17-54-1


150 mm offsets1-17-54-2




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Rate In (Rs.)


Providing and fixing door piece, insertion rubber washer 3mmthick, bolts & nuts

1-17-55

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- 398924929 1-17-57-2-2 175.30

Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron

1-17-58

each100mm24930 1-17-58-1 157.30

Nos.75 mm24931 1-17-58-2 134.00

Nos.50 mm24932 1-17-58-3 107.60

Providing and fixing M.S. stays and clamps for sand castiron/centrifugally cast

1-17-59

Nos.100 mm24933 1-17-59-1 58.30

Nos.75 mm24934 1-17-59-2 49.90


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Rate In (Rs.)


Nos.50 mm24935 1-17-59-3 41.10

Providing and fixing trap of self cleansing design with screweddown or hinged

1-17-60

100 mm inlet and 100 mm outlet1-17-60-1

eachSand cast iron S&S as per IS: 3989.24936 1-17-60-1-1 708.30

eachSand Cast Iron S&S as per IS: 1729.24937 1-17-60-1-2 585.20

100 mm inlet and 75 mm outlet1-17-60-2


eachSand Cast Iron S&S as per IS- 172924939 1-17-60-2-2 506.20

Cutting chases in brick masonry walls for following diameter sandcast iron

1-17-61

metre100mmdia.24940 1-17-61-1 222.30

metre75mmdia24941 1-17-61-2 157.90

metre50mmdia.24942 1-17-61-3 98.50

Nos.Painting C.I. cistern with bitumastic or any other anti-corrosivepaint inside andwhite paint over a coat of zinc chromate yellow primer (ofapproved quality ) onthe outside surface of the cistern flush pipe, other fittings, etc.complete for newwork.

33885 1-17-62 328.90

Nos.Re-painting C.I. cistern with bitumastic or any other anti-corrosivepaint insideand white paint on the outside surface of the cistern, flush pipe,other fittings,etc. complete including polishing of wooden seat and lid andcleaning of W.C.pan with acid wherever necessary.

33884 1-17-63 199.40

Nos.Repainting C.I. cistern with synthetic enamel paint of approvedcolour brandand manufacture on the outside surface of cistern flush pipe, otherfittings etc.complete.

33883 1-17-64 93.50

Painting sand cast iron/ centrifugally cast (spun) iron soil, wastevent pipes

1-17-65

metre100 mm diameter pipe24943 1-17-65-1 27.20



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Rate In (Rs.)


Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil,waste, vent

1-17-66



eachRepainting bath tub of size 1700x730x430mm with enamel paint.33882 1-17-67 313.30

Providing and fixing vitreous china dual purpose closet suitable foruse as

1-17-68

Nos.White vitreous china dual purpose WC pan with white solid plasticseat and lid with white vitreous china flushing cistern and C.P.flush bend.

24947 1-17-68-1 115.90

Providing and fixing PTMT Waste Coupling for washbasin and sink,of approved

1-17-69

Nos.Waste coupling 3.1 mm of 79mm length and 62mm breadthweighing not less than 45gms.

24948 1-17-69-1 91.00

Nos.Waste coupling 38mm of 83mm length and 77mm breadth,weighing not less than 60gms.

24949 1-17-69-2 120.00

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 length oftail pipe 260mm from the centre of the wastecoupling 77mm breadth with 25mmminimum water seal, weighing not less than 260gms

24950 1-17-70-1 439.40

Nos.Bottle trap 38mm single piece moulded with height of 270mm,effective length of tail pipe 260mm from the centre of the wastecoupling 77mm breadth with 25mmminimum water seal, weighing not less than 263gms.

24951 1-17-70-2 474.30

Nos.Providing and fixing PTMT liquid soap container 109mm wide,125mm high and112mm distance from wall of standard shape with bracket of thesame materialswith snap fittings of approved quality and colours weighing not lessthan 105 gms

33881 1-17-71 197.60

Nos.Providing and fixing PTMT towel ring trapezoidal shape 215mmlong, 200mmwide with a minimum distances of 37mm from wall face withconcealed fittingsarrangement of approved quality and colours weighing not lessthan 80 gms

33877 1-17-72 179.30

Providing and fixing PTMT towel rail complete with brackets fixedto wooden

1-17-73


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Rate In (Rs.)


Nos.450mm long towel rail with total length of 495mm, 78mm wideand effective height of 88mm, weighing not less than 170gms.

24952 1-17-73-1 476.90

Nos.600mm long towel rail with total length of 645mm, width 78mmand effective height of 88mm, weighing not less than 190gms.

24953 1-17-73-2 555.20

Nos.Providing and fixing PTMT shelf 440 mm long, 124 mm widthand36 mm heightof approved quality and colour, weighing not less than 300gms.

33876 1-17-74 1,066.00

Nos.Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100mm with 1/2"BSP thread and shapes, weighing not less than 60gms.

33875 1-17-75 176.70

Providing and fixing PTMT urinal cock of approved quality andcolour.

1-17-76

Nos.15 mm nominal bore, 80mm long. 42 mm high and 30mm widewith BSP female threads weighing not less than 48gms

24954 1-17-76-1 136.70

Providing and fixing M.S. holder bat clamp of approved design tosand cast

1-17-77

Nos.Total bracket length 580mm of approved shape and design (forsingle 100mm dia pipe).

24955 1-17-77-1 155.00

Nos.Total bracket length 810mm of approved shape and design (fortwo 100mm dia pipes).

24956 1-17-77-2 188.70

Nos.Total bracket length 1040mm of approved shape and design (forthree 100mm dia pipes).

24957 1-17-77-3 222.40

Water Supply1-18

Providing and fixing Polyethelene-Aluminium-Polyethelene(PE-AL-PE) CompositePressure Pipes conforming to IS - 15450 U.V. stabilised withcarbon black havingthermal stability for hot & cold water supply, capable to withstandtemperature upto 80° C including all special fittings of composite material(engineering plastic blendand brass inserts wherever required ) e.g. elbows ,tees ,reducers,couplers &connectors etc. with clamps at 1.00 metre spacing. This includestesting of jointscomplete as per direction of the Engineer in charge. Internal work- Exposed on wall

1-18-1

metre1216 (16 mm OD) pipe0 1-18-1-1 143.90

metre1620 (20 mm OD) pipe0 1-18-1-2 171.30


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Rate In (Rs.)


metre2025 (25 mm OD) pipe0 1-18-1-3 260.30

metre2532 (32 mm OD) pipe0 1-18-1-4 346.10

metre3240 (40 mm OD) pipe0 1-18-1-5 454.20

metre4050 (50 mm OD) pipe0 1-18-1-6 590.00

Providing and fixing Polyethelene-Aluminium-Polyethelene(PE-AL-PE)Composite Pressure Pipes conforming to IS - 15450 U.V. stabilisedwith carbonblack having thermal stability for hot & cold water supply, capableto withstandtemperature up to 80°C including all special fittings of compositematerial(engineering plastic blend and brass inserts wherever required )e.g. elbows , tees,reducers, couplers & connectors etc. with clamps at 1.00 metrespacing. Thisincludes the costs of cutting chases and including testing of jointscomplete asper direction of the engineer in charge.Concealed work including cutting chases and making good the walletc.

1-18-2

metre1216 (16 mm OD) pipe24958 1-18-2-1 143.60

metre1620 (20 mm OD) pipe24959 1-18-2-2 168.00

metre2025 (25 mm OD) pipe24960 1-18-2-3 208.60

metre2532 (32 mm OD) pipe24961 1-18-2-4 272.50

Providing and fixing Polyethelene-Aluminium-Polyethelene(PE-AL-PE) Composite PressurePipes conforming to IS - 15450 - 2004 U.V. stabilised with carbonblack having thermalstability for hot & cold water supply, capable to withstandtemperature up to 80° C includingall special fittings of composite material (engineering plastic blendand brass inserts whereverrequired ) e.g. elbows ,tees ,reducers, couplers & connectors etc.with trenching, refillingand testing of joints complete as per direction of the engineer incharge. External work

1-18-3

metre1216 (16 mm OD) pipe24962 1-18-3-1 136.70

metre1620 (20 mm OD ) pipe.24963 1-18-3-2 196.10

metre2025 (25 mm OD ) pipe.24964 1-18-3-3 247.10


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Rate In (Rs.)


metre2532 (32 mm OD ) pipe.24965 1-18-3-4 327.60

metre3240 (40 mm OD ) pipe.24966 1-18-3-5 429.30

metre4050 (50 mm OD ) pipe.24967 1-18-3-6 565.00

Providing and fixing 3 layer PP-R (Poly propylene Randomcopolymer) pipes SDR7.4 U V stabilized & anti -microbial fusion welded, having thermalstability for hot& cold water supply including all PP - R plain & brass threadedpolypropylenerandom 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.(Internal workexposedon wall)

1-18-4

metrePN-16 Pipe, 16 mm OD24968 1-18-4-1 84.70

metrePN - 16 Pipe, 20 mm OD24969 1-18-4-2 114.00





Providing and fixing 3 layer PP-R (Poly propylene Randomcopolymer) pipes SDR7.4 U V stabilized & anti - microbial fusion welded, having thermalstability for hot& cold water supply including all PP-R plain & brass threadedpolypropylenerandom 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 testingof jointscomplete as per direction of Engineer in Chajge. (Concealed workincluding cuttingchases and making good the walls etc.,)

1-18-5

metrePN- 16 Pipe, 16 mm OD24974 1-18-5-1 121.60




Providing and fixing 3 layer PP-R (Poly propylene Randomcopolymer) pipes SDR7.4 U V stabilized & anti - microbial fusion welded, having thermalstability for hot& cold water supply including all PP-R plain & brass threadedpolypropylenerandom fittings i/c trenching .refilling & testing of joints completeas per directionof Engineer in Charge. (External work)

1-18-6


15/11/11 8:38 of 204



Rate In (Rs.)


copolymer) pipes SDR7.4 U V stabilized & anti - microbial fusion welded, having thermalstability for hot& cold water supply including all PP-R plain & brass threadedpolypropylenerandom fittings i/c trenching .refilling & testing of joints completeas per directionof Engineer in Charge. (External work)

metrePN-16 Pipe, 16 mm OD24978 1-18-6-1 77.50

metrePN - 16 Pipe, 20 mm OD (SDR - 7.4)24979 1-18-6-2 103.80





metrePN - 16 Pipe, 63mm OD (SDR - 7.4)24984 1-18-6-7 741.30

metrePN - 16 Pipe, 75 mm OD (SDR - 7.4)24985 1-18-6-8 1,048.20

metrePN - 16 Pipe, 90 mm OD (SDR - 7.4)24986 1-18-6-9 1,660.80

metrePN - 10 Pipe, 110 mm OD (SDR - 11)24987 1-18-6-10 1,739.70

metrePN - 10 Pipe, 160 mm OD (SDR - 11)24988 1-18-6-11 3,640.10

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,havingthermal stability for hot & cold water supply including all CPVCplain & 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 andtesting ofjoints complete as per direction of Engineer in Charge. (Internalwork Exposedon wall)

1-18-7

metre15 mm nominal outer dia .Pipes.24989 1-18-7-1 86.40






Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermalstability for hot & cold water supply including all CPVC plain &brass threaded fittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes &fittings with one step CPVC solvent cement and the cost of cuttingchases and makinggood the same including testing of joints complete as per directionof Engineer inCharge. (Concealed work including cutting chases and makinggood the walls etc.,)

1-18-8


15/11/11 8:38 of 204



Rate In (Rs.)


having thermalstability for hot & cold water supply including all CPVC plain &brass threaded fittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes &fittings with one step CPVC solvent cement and the cost of cuttingchases and makinggood the same including testing of joints complete as per directionof Engineer inCharge. (Concealed work including cutting chases and makinggood the walls etc.,)





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 stepCPVC solvent cement,trenching, refilling & testing of joints complete as per direction ofEngineer inCharge. (External work).

1-18-9







metre62.50 mm nominal inner dia Pipes.25005 1-18-9-7 3,510.30

metre75 mm nominal inner dia .Pipes.25006 1-18-9-8 1,840.80

metre100mm nominal inner dia .Pipes.25007 1-18-9-9 2,561.00

metre150 mm nominal inner dia .Pipes.25008 1-18-9-10 4,448.60

Providing and fixing G.I. pipes complete with G.I. fittings andclamps, includingcutting and making good the walls etc. Iinternal work - Exposed onwall

1-18-10


15/11/11 8:38 of 204



Rate In (Rs.)


metre15 mm dia. nominal bore25009 1-18-10-1 146.30






Concealed pipe including painting with anti corrosive bitumasticpaint, cuttingchases and making good the wall

1-18-11

metre15 mm dia nominal bore25015 1-18-11-1 146.00

metre20 mm dia nominal bore25016 1-18-11-2 182.20

Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching andrefilling etc. (external work)

1-18-12









Making connection of G.I. distribution branch with G.I. main offollowing sizes byproviding and fixing tee, including cutting and threading the pipeetc. complete

1-18-13

each25 to 40 mm nominal bore25025 1-18-13-1 223.70

each50 to 80 mm nominal bore25026 1-18-13-2 540.50

eachFixing water meter and stop cock in G.I. pipe line includingcuttingand threading the pipe and making long screws etc. complete (costofwater meter and stop cock to be paid separately).

25027 1-18-14 170.20

Providing and fixing brass bib cock of approved quality1-18-15


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Rate In (Rs.)


each15 mm nominal bore25028 1-18-15-1 229.60


Providing and fixing brass stop cock of approved quality1-18-16



Providing and fixing gun metal gate valve with C.I. wheel ofapproved quality(screwed end)

1-18-17


each32 mm nominal bore.25033 1-18-17-2 429.40




each80 mm nominal bore25037 1-18-17-6 1,643.10

Providing and fixing ball valve (brass) of approved qualitycomplete

1-18-18

High or low pressure with plastic floats1-18-18-1

each15 mm nominal bore25038 1-18-18-1-1 274.00



Providing and fixing gun metal non-return valve of approvedquality (screwedend)

1-18-19

25 mm nominal bore1-18-19-1

eachHorizontal25041 1-18-19-1-1 351.00

eachVertical25042 1-18-19-1-2 381.20


eachHorizontal25043 1-18-19-2-1 445.80

eachVertical25044 1-18-19-2-2 557.30


eachHorizontal25045 1-18-19-3-1 593.90

eachVertical25046 1-18-19-3-2 726.30


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Rate In (Rs.)



eachHorizontal25047 1-18-19-4-1 886.30

eachVertical25048 1-18-19-4-2 1,016.40


eachHorizontal25049 1-18-19-5-1 1,538.50

eachVertical25050 1-18-19-5-2 1,761.60


eachHorizontal25051 1-18-19-6-1 2,174.70

eachVertical25052 1-18-19-6-2 2,869.30

Providing and fixing brass ferrule with C.I. mouth cover includingboring andtapping the main

1-18-20




Providing and fixing uplasticised PVC connection pipe with brassunions

1-18-21

30 cm length1-18-21-1

Nos.15 mm nominal bore25056 1-18-21-1-1 42.60


45 cm length1-18-21-2



Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet1-18-22

Nos.100 mm diameter25060 1-18-22-1 48.90

Nos.150 mm diameter25061 1-18-22-2 67.00

QuintalLaying in position centrifugally cast (spun) iron S&S or flangedpipes (excluding cost of pipe)

25062 1-18-23 62.60

QuintalLaying in position S&S or flanged C.I. special such tees, bendscollars,tapers and caps etc. (excluding cost of specials).

25063 1-18-24 123.00

Providing and laying S&S C.I. standard specials such as tees,bends, collars,tapers, caps etc. (Heavy class)

1-18-25


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Rate In (Rs.)


QuintalUpto 300 mm dia.25064 1-18-25-1 3,468.10

QuintalOver 300 mm dia.25065 1-18-25-2 3,739.90

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.25066 1-18-26-1 6,144.20

QuintalOver 300 mm dia.25067 1-18-26-2 6,773.70

Providing and laying S&S centrifugally cast (spun) iron pipes (ClassLA) conforming to IS - 1536

1-18-27

metre100 mm dia, pipe25068 1-18-27-1 895.40

metre125 mm dia. pipe25069 1-18-27-2 1,097.50

Providing lead caulked joints to spun iron or C.I. pipes and specialsincludingtesting of joints but excluding the cost of pig lead :

1-18-28

each100 mm diameter pipe25070 1-18-28-1 110.50











QuintalSupplying pig lead at site of work.25081 1-18-29 8,130.50

Providing flanged joints to double flanged C.I./ D.I. pipes andspecials includingtesting of joints :

1-18-30






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Rate In (Rs.)










Providing and fixing C.I. sluice valves (with cap) complete withbolts, nuts, rubber insertions etc. (the tail pieces if required will bepaid separately):

1-18-31

100 mm diameter1-18-31-1

eachClass I25094 1-18-31-1-1 2,963.00

eachClass II25095 1-18-31-1-2 3,046.60


eachClass I25096 1-18-31-2-1 3,350.80

eachClass II25097 1-18-31-2-2 3,490.20


eachClass I25098 1-18-31-3-1 4,047.60

eachClass II25099 1-18-31-3-2 4,287.80


eachClass I25100 1-18-31-4-1 7,682.90

eachClass II25101 1-18-31-4-2 8,269.20


eachClass I25102 1-18-31-5-1 11,441.40

eachClass II25103 1-18-31-5-2 12,275.50


eachClass 125104 1-18-31-6-1 14,711.40

eachClass II25105 1-18-31-6-2 15,246.40

Constructing masonry Chamber 30x30x50 cm, inside with 75 classdesignationbrick work in cement mortar 1:4 (1 cement :4 coarse sand) forstop cock, with C. I. surface box 100x100 x75 mm (inside) withhinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate 20 mm nominal size )necessary excavation foundation concrete 1:5:10 ( 1 cement :5fine sand:10 graded stone aggregate 40mm nominal size ) andinside plastering with cement mortar 1:3 (1 cement :3 coarsesand) 12mm thick finished with a floating coat of neat cementcomplete as per standard design :

1-18-32


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Rate In (Rs.)


stop cock, with C. I. surface box 100x100 x75 mm (inside) withhinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate 20 mm nominal size )necessary excavation foundation concrete 1:5:10 ( 1 cement :5fine sand:10 graded stone aggregate 40mm nominal size ) andinside plastering with cement mortar 1:3 (1 cement :3 coarsesand) 12mm thick finished with a floating coat of neat cementcomplete as per standard design :

eachWith F.P.S. bricks25106 1-18-32-1 972.30

Constructing masonry Chamber 60x60x75 cm, inside with 75 classdesignation brick work in cement mortar 1:4 (1 cement :4coarsesand) for sluice valve, with C.I. surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chainedlid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4graded stone aggregate 20mm nominal size ) necessaryexcavation7foundation concrete 1:5:10 (1 cement : 5 fine sand :10 graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete asper standard design :

1-18-33

eachWith F.P.S. bricks25107 1-18-33-1 7,978.10

Constructing masonry Chamber 90x90x100 cm, inside with 75class designationbrick work in cement mortar 1:4(1 cement: 4 corase sand ) forsluice valve, with C.I. surface box 100 mm. top diameter, 160 mmbottom diameter and 180 mm deep (inside) with chained lid andRCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stoneaggregate 20 mm nominal size ) necessary excavation foundationconcrete 1:5:10 (1 cement: 5 fine sand:10 graded stoneaggregate 40 mm nominal size ) and inside plastering with cementmortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with afloating coat of neat cement complete as per standard design :

1-18-34


Constructing masonry Chamber 120x120x100 cm, inside with 75class designation brick work in cement mortar 1:4( cement :4coarse) for sluice valve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and 180 mm deep ( inside)with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarsesand : 4 graded stone aggregate 20 mm nominal size) necessaryexcavation foundation concrete 1:5:10(1 cement : 5 fine sand: 10graded stone aggregate 40 mm nominal size) and inside plasteringwith cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neat cement complete as perstandard design :

1-18-35


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Rate In (Rs.)



Constructing masonry Chamber 60x60x75 cm, inside with 75 classdesignationbrick work in cement mortar 1:4(1 cement : 4 coarse sand) for firehydrants, with C.I. surface box 350x350 mm. top and 165 mmdeep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5 fine sand: 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement: 3coarse sand) 12 mm thick finished with a floating coat of neatcement complete as per standard design :

1-18-36


Constructing masonry Chamber 60x45x50 cm, inside with 75 classdesignationbrick work in cement mortar 1:4(1 cement : 4 coarse sand) forwater meter complete with C.I. double flap surface box400x200x200 mm (inside) with locking arrangement and RCC topslab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) necessary excavation foundationconcrete 1:5:10 ( 1 cement: 5 fine sand:10 graded stoneaggregate 40 mm nominal size) and inside plastering with cementmortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with afloating coat of neat cement complete as per standard design :

1-18-37


Painting G.I. pipes and fittings with synthetic enamel white paintover a readymixed priming coat, both of approved quality for new work :

1-18-38



metre25 mm diameter pipe.25114 1-18-38-3 7.40




Repainting G.I. pipes and fittings with synthetic enamel white paintof approved quality

1-18-39




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Rate In (Rs.)






Painting G.I. pipes and fittings with two coats of anti-corrosivebitumastic paint of approved quality :

1-18-40









Providing and filling sand grading zone V or coarser grade alroundthe G.I. pipes in external work.

1-18-41

metre15mm diameter pipe25132 1-18-41-1 82.40










Boring with 100 mm diameter casing pipe for hand pump/ tubewell in all soilsexcept ordinary hard rocks requiring blasting including removingthe casing pipe after the hand pipe/tube well is lowered and tested

1-18-42

metreUpto 6 metres depth.25142 1-18-42-1 217.50

metreBeyond 6m and upto 12 m depth.25143 1-18-42-2 260.10


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Rate In (Rs.)


metreBeyond 12 m and upto 18 m depth25144 1-18-42-3 305.10

metreProviding and placing in position filters of 40 mm diameter G.I.pipe with brassstrainer of approved quality.

26333 1-18-43 450.90

metreProviding and fixing to filter and lowering to proper levels 40 mmG.I. pipe for tubewell including cleaning and priming the tube well.

26334 1-18-44 306.50

metreProviding and placing in position hand pump of approved qualityfor 40 mm diameterG.I. pipe complete with all accessories.

26335 1-18-45 701.90

Providing and fixing G.I. Union in G.I. pipe including cutting andthreading thepipe and making long screws etc. complete (New work)

1-18-46

Nos.15 mm nominal bore25145 1-18-46-1 98.30



Nos.32 mm nominal25148 1-18-46-4 333.00


Nos.50mm nominal bore25150 1-18-46-6 293.70

Nos.65mm nominal bore25151 1-18-46-7 524.80


Providing and fixing G.I. Union in existing G.I. pipe line, cuttingand threading the pipe and making long screws includingexcavation, refilling the earth or cutting of wall and making goodthe same complete wherever required :

1-18-47









litreProviding and placing on terrace (at all floor levels) polyethylenewater storagetank ISI : 12701 marked with cover and suitable lockingarrangement and makingnecessary holes for inlet, outlet and overflow pipes but withoutfittings and thebase support for tank

26336 1-18-48 6.30


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Rate In (Rs.)


tank ISI : 12701 marked with cover and suitable lockingarrangement and makingnecessary holes for inlet, outlet and overflow pipes but withoutfittings and thebase support for tank

Providing and fixing C.P. brass bib cock of approved qualityconforming to IS:8931

1-18-49


Providing and fixing C.P. brass long nose bib cock of approvedquality conforming to IS standards and weighing not less than 810gms.

1-18-50

Nos.15mm nominal bore.25162 1-18-50-1 329.30

Providing and fixing C.P. brass long body bib cock of approvedquality conforming to IS standards and weighing not less than 690gms.

1-18-51


Providing and fixing C.P. brass stop cock (concealed) of standarddesign and of approved make conforming to IS:8931.

1-18-52


Providing and fixing C.P. brass angle valve for basin mixer andgeyser points ofapproved quality conforming to IS:8931

1-18-53


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.25166 1-18-54-1 144.80

Nos.15 mm nominal bore, 122mm long, weighing not less than 99gms.

25167 1-18-54-2 317.90

Nos.15 mm nominal bore, 165 mm long, weighing not less than 110grams.

25168 1-18-54-3 227.30

Nos.15mm nominal bore, 90mm long, weighing not less than 93grams.

25169 1-18-54-4 164.60

Providing and fixing PTMT stop cock of approved quality andcolour.

1-18-55

Nos.15 mm nominal bore, 86mm long, weighing not less than 88grams.

25170 1-18-55-1 144.80


25171 1-18-55-2 178.50


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Rate In (Rs.)


Nos.Concealed stop cock, 15mm nominal bore, 108mm long, weighingnot less than 108 grams.

25172 1-18-55-3 234.20

Providing and fixing PTMT pillar cock of approved quality andcolour .

1-18-56


25173 1-18-56-1 222.30

Nos.15mm nominal bore, 125mm long foam flow, Weighing not lessthan 120 gms.

25174 1-18-56-2 319.90

Providing and fixing PTMT, push cock of approved quality andcolour.

1-18-57

Nos.15 mm nominal bore, 98mm long, Weighing not less than 75 gms.25175 1-18-57-1 136.70

Nos.15 mm nominal bore, 80mm long, Weighing not less than 46 gms.25176 1-18-57-2 115.80

Providing and fixing PTMT grating of approved quality and colour.1-18-58

Circular type.1-18-58-1

Nos.100 mm nominal dia.25177 1-18-58-1-1 47.60

Nos.125 mm nominal dia with 25 mm waste hole.25178 1-18-58-1-2 55.70

Rectangular type with openable circular lid.1-18-58-2

Nos.150 mm nominal size square 100 mm diameter of the inner hingedround grating.

25179 1-18-58-2-1 103.40

Providing and fixing C.I. double acting air valve of approvedquality with bolts,nuts, rubber insertions etc. complete (The tail pieces, tapers etc ifrequired will bepaid separately):

1-18-59

Nos.50mm dia25180 1-18-59-1 4,340.00

Nos.80 mm dia25181 1-18-59-2 6,333.20

Nos.100mm dia25182 1-18-59-3 8,094.90

Providing and fixing enclosed type water meter (bulk type)conforming to IS : 2373 and tested by Municipal Board completewith bolts, nuts, rubber insertions etc. (The tail pieces if requiredwill be paid separately):

1-18-60

metre80 mm dia nominal bore25183 1-18-60-1 2,940.40




Providing and fixing C.I. dirt box strainer for bulk type water meterwith nuts,bolts, rubber insertions etc. complete conforming to IS : 2373

1-18-61


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Rate In (Rs.)


with nuts,bolts, rubber insertions etc. complete conforming to IS : 2373

each80 mm dia25187 1-18-61-1 3,734.90

each100mm dia.25188 1-18-61-2 5,609.70

each150 mm dia25189 1-18-61-3 7,278.90

each200mm dia25190 1-18-61-4 6,904.90

Providing and fixing PTMT Ball cock of approved quality, colour andmake complete with Epoxy coated rod with L.P./ H.P.H.D. plasticball.

1-18-62

Nos.15 mm nominal bore, 105mm long, weighing not less than138gms.

25191 1-18-62-1 198.50


25192 1-18-62-2 281.40


25193 1-18-62-3 596.60

Nos.40mm nominal bore, 206mm long, weighing not less than690gms.

25194 1-18-62-4 1,083.30

Nos.50mm nominal bore, 242mm long, weighing not less than1240gms

25195 1-18-62-5 1,606.00

Nos.Providing and fixing PTMT angle stop cock 15 mm nominal bore,weighing notless than 85gms.

26337 1-18-63 178.50

Nos.Providing and fixing PTMT swivelling shower, 15 mm nominal bore,weighing not less than 40gms.

26338 1-18-64 9,135.30

Nos.Providing and fixing PTMT soap Dish Holder having length of138mm, breadth102mm, height of 75mm with concealed fitting arrangementsweighing not lessthan 106 gms.

26339 1-18-65 16,316.90

Providing and laying S&S C.I. Standard specials such as tees,bends, collars tapers and caps etc, suitable for flanged jointing asper IS : 1538

1-18-66

QuintalUpto300mmdia25196 1-18-66-1 5,043.10

QuintalAbove 300 mm dia25197 1-18-66-2 5,681.90

Providing and laying S&S C.I. Standard specials suitable formechanical jointingas per IS : 13382

1-18-67


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Rate In (Rs.)


QuintalUpto 300mmdia25198 1-18-67-1 7,563.60


Providing and laying D.I. specials of class K-12 suitable forpush-on jointing as per IS : 9523

1-18-68

QuintalUpto 600mmdia25200 1-18-68-1 12,581.20


Providing and laying D.I Specials of Class K-12suitable formechanical jointing as per IS :9523

1-18-69

QuintalUpto 600 mm dia25202 1-18-69-1 13,224.70


Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes orDuctile IronPipes including testing of joints and including the cost of rubbergasket

1-18-70

each100 mm dia pipes25204 1-18-70-1 48.00

each150 mm dia pipes25205 1-18-70-2 73.40

each200 mm dia pipes25206 1-18-70-3 118.80

each250 mm dia pipes25207 1-18-70-4 136.30

each300 mm dia pipes25208 1-18-70-5 186.30

each350 mm dia pipes25209 1-18-70-6 221.10

each400 mm dia pipes25210 1-18-70-7 411.70

each450 mm dia pipes25211 1-18-70-8 457.10

each500 mm dia pipes25212 1-18-70-9 475.20

each600 mm dia pipes25213 1-18-70-10 592.10

each650 mm dia pipes25214 1-18-70-11 126.30

each700 mm dia pipes25215 1-18-70-12 892.90

each800 mm dia pipes25216 1-18-70-13 1,149.90

each900 mm dia pipes25217 1-18-70-14 1,513.70

each1000 mm dia pipes25218 1-18-70-15 1,836.80

Providing and laying Double Flanged (screwed/ welded)Centrifugally (Spun) Cast Iron, Class B (IS : 1536):

1-18-71

metre100 mm dia C.I. Double Flanged Pipe25219 1-18-71-1 1,391.20


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Rate In (Rs.)











Providing and laying S&S Centrifugally Cast (Spun) / Ductile IronPipes conforming to IS : 8329

1-18-72

metre100 mm dia Ductile Iron Class K-7 pipes25229 1-18-72-1 854.30

metre150 mm dia Ductile Iron Class K-7 pipes25230 1-18-72-2 1,248.70





metre400 mm dia Ductile Iron Class K.-7 pipes25235 1-18-72-7 4,705.80

metre450 mm dia Ductile Iron Class K.-7 pipes25236 1-18-72-8 5,583.60







metre100 mm dia Ductile Iron Class K-9 pipes25243 1-18-72-15 928.70







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Rate In (Rs.)










metre1000 mm dia Ductile Iron Class K-9 pipes.25257 1-18-72-29 18,531.60

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 Flanged25258 1-18-73-1 2,645.60











Providing and fixing unplastisised P.V.C. connection pipe with PTMTNuts ofapproved quality and colour.

1-18-74

each15 mm nominal bore with 30cm length25269 1-18-74-1 54.20

each15 mm nominal bore with 45 cm length.25270 1-18-74-2 63.00

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.25271 1-18-75-1 4.70


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Rate In (Rs.)


Nos.20mm nominal bore. Weighing not less than 40gms.25272 1-18-75-2 54.70

Nos.25mm nominal bore. Weighing not less than 62gms.25273 1-18-75-3 80.20

Cutting holes upto 30x30 cm in walls including making good thesame

1-18-76

Nos.With F.P.S. bricks.25274 1-18-76-1 141.10

eachCutting holes upto 15x15 cm in R.C.C. floors and roofs for passingdrain pipe etc. and repairing the hole after insertion of drain pipeetc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) including finishingcomplete so as to make it leak proof.

25275 1-18-77 114.10

metreMaking chases upto 7.5x7.5 cm in wails including making good andfinishing with matching surface after housing G.I. pipe etc.

25276 1-18-78 49.20

metreMaking hole upto 20x20 cm and embedding pipes upto 150 mmdiameter in masonry and filling with cement concrete 1:3:6 (1cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) including disposal of malba

25277 1-18-79 96.20

Disinfecting C.I. water mains by flushing with water containingbleaching powder at 0.5 gms per litre of water and cleaning thesame with fresh water, operation to be repeated three timesincluding getting the sample of water from the disinfected maintested in the municipal laboratory

1-18-80

metre80mm diametre C.I, pipe.25278 1-18-80-1 3.50

metre100 mm dia metre C.l.pipe.25279 1-18-80-2 4.60

metre125 mm diametre C.I, pipe.25280 1-18-80-3 5.70

metre150mm dia metre C.l,pipe.25281 1-18-80-4 7.00

metre200mm diametre C.I. pipe.25282 1-18-80-5 9.50

metre250 mm diametre C.I. pipe.25283 1-18-80-6 12.80


metre350 mm diametre C.I, pipe25285 1-18-80-8 15.70





Extra for every operation of disinfecting the C.I. main by flushingwith watercontaining bleaching powder at 0.5 gms per litre of water andcleaning the same with fresh water, including getting the samplesof water tested in the municipal laboratory

1-18-81


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Rate In (Rs.)


cleaning the same with fresh water, including getting the samplesof water tested in the municipal laboratory


metre100mm diametreC.I. pipe.25291 1-18-81-2 1.60

metre125mm dia metre C.I. pipe.25292 1-18-81-3 1.90

metre150 mm dia metre C.I. pipe.25293 1-18-81-4 2.30









Dismantling old C.I. pipes including excavation and refillingtrenches after taking out the pipes, breaking lead caulked joints,melting of lead and making into blocks including stacking of pipesat site lead upto 50 metre

1-18-82


metre100mm diametre C.I. pipe.25303 1-18-82-2 101.20

metre125 mm diametre C.I, pipe.25304 1-18-82-3 110.10

metre150mm dia metre C.I. pipe.25305 1-18-82-4 113.40





metre400mm dia metre C.l. pipe.25310 1-18-82-9 164.20




Labour for cutting C.I. pipe with steel saw.1-18-83

each80 mm diametre C.I. pipe.25314 1-18-83-1 32.40


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Rate In (Rs.)








each350 mm diametre C.I. pipe25321 1-18-83-8 189.00



each500 mm diametre C.I. pipe25324 1-18-83-11 271.00

Nos.600 mm diametre C.I. pipe.25325 1-18-83-12 320.70

Drainage1-19

Providing, laying and jointing glazed stoneware pipes grade ‘A’with stiff mixture

1-19-1







Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded

1-19-2

metre100 mm diameter S. W. pipe25332 1-19-2-1 0.00

metre150 mm diameter S.W, pipe25333 1-19-2-2 496.20

metre200 mm diameter S.W. pipe25334 1-19-2-3 578.40

metre230 mm diameter S.W, pipe25335 1-19-2-4 633.20


Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded

1-19-3




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Rate In (Rs.)






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 7525343 1-19-4-1-1 1,326.70

metreWith Sewer bricks conforming to IS : 488525344 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 7525345 1-19-4-2-1 0.00

metreWith sewer bricks conforming to IS : 488525346 1-19-4-2-2 0.00

180x150 mm size P type1-19-4-3

metreWith F.P.S. bricks class designation 7525347 1-19-4-3-1 0.00

metreWith Sewer bricks conforming to IS : 488525348 1-19-4-3-2 0.00

Dismantling of old S.W. pipes including breaking of joints and bedconcrete stacking

1-19-5










Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars

1-19-6

metre100 mm dia. R.C.C. pipe25358 1-19-6-1 264.70

metre150mmdia. R.C.C. pipe25359 1-19-6-2 313.80



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Rate In (Rs.)



metre450 mm dia. R.C.C. pipe25362 1-19-6-5 1,208.00









Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse

1-19-7

Inside size 90x80 cm and .45 cm deep including C.I. cover withframe (light duty)455x610 mm internal dimensions total weight of cover and frameto 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 7525371 1-19-7-1-1 7,378.20

metreWith Sewer bricks conforming to IS : 488525372 1-19-7-1-2 7,194.80

Inside size 120x90 cm and 90 cm deep including C.I. cover withframe (mediumduty) 500 mm internal diameter, total weight of cover and frameto 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 7525373 1-19-7-2-1 16,185.90


Inside size 120x90 cm and 90 cm deep including C.I. cover withframe (heavyduty) 560 mm internal diameter, total weight of cover and frameto 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


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Rate In (Rs.)


metreWith Sewer bricks conforming to IS : 488525377 1-19-8-8-1-2 4,024.60

metreWith Sewer bricks conforming to IS : 488525378 1-19-8-8-1-2 4,816.60

Constructing brick masonry circular type manhole 0.91m internaldia at bottom

1-19-9

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20grade designation)560mm internal diameter conforming to I.S. 12592, total-weightof cover and frameto be not less than 182kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) includingcentering shuttering allcomplete. (Excavation, foot rests and 12mm thick cement plasterat the externalsurface shall be paid for separately):

1-19-9-1



Extra depth for circular type manhole 0.91m internal dia (atbottom) beyond 0.91m

1-19-10

metreWith F.P.S. bricks class designation 7525381 1-19-10-1 4,255.00

metreWith Sewer bricks conforming IS : 488525382 1-19-10-2 3,458.20

Constructing brick masonry circular manhole 1.22m internal dia atbottom

1-19-11

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 gradedesignation)560mm internal diameter conforming to I.S. 12592, total weight ofcover and frameto be not less than 182kg. fixed in cement concrete 1:2:4 (1cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size) includingcentering shutteringall complete. (Excavation, foot rests and 12 mm thick cementplaster at the externalsurface shall be paid for separately):

1-19-11-1


metreWith Sewer bricks conforming IS : 488525384 1-19-11-1-2 11,972.80

Extra depth for circular type manhole 1.22m internal dia (atbottom) beyond 1.68 m

1-19-12

metreWith F.P.S. bricks class designation 7525385 1-19-12-1 4,462.40


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Rate In (Rs.)



Constructing brick masonry circular manhole 1.52 m internal dia atbottom

1-19-13

2.30m deep with SFRC Cover and frame (heavy duty HD-20 gradedesignation)560mm internal diameter conforming to I.S. 12592, total weight ofcover and frameto be not less than 182 kg. fixed in cement concrete 1:2:4 (1cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size) includingcenteringshuttering all complete. (Excavation, foot rests and 12 mm thickcement plasterat the external surface shall be paid for separately):

1-19-13-1


metreWith Sewer bricks conforming IS : 488525388 1-19-13-1-2 23,986.40

Extra depth for circular type manhole 1.52 m internal dia (atbottom) beyond 2.30 m:

1-19-14

metreWith F.P.S bricks class desigantion25389 1-19-14-1 10,732.10


Providing M.S. foot rests including fixing in manholes with20x20x10 cm cement

1-19-15

metreWith 20x20 mm square bar25391 1-19-15-1 195.20

metreWith 20 mm diameter round bar25392 1-19-15-2 165.10

metreProviding orange colour safety foot rest of minimum 6 mm thickplasticencapsulated as per IS : 10910 on 12mm dia steel bar conformingto IS : 1786having minimum cross section as 23 mmx25mm and over allminimum length263 mm and width as 165mm with minimum 112 mm spacebetween protrudedlegs having 2 mm tread on top surface by ribbing or chequeringbesidesnecessary and adequate anchoring projections on tail length on138 mm as perCode Description Unit Quantity Rate Amount standard drawing andsuitable to with stand the bend test and chemicalresistance test as per specifications and having manufacture’spermanentidentification mark to be visible even after fixing, including fixing inmanholeswith 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3coarse sand : 6 gradedstone aggregate 20 mm nominal size) complete as per design.

25393 1-19-16 247.90


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Rate In (Rs.)


identification mark to be visible even after fixing, including fixing inmanholeswith 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3coarse sand : 6 gradedstone aggregate 20 mm nominal size) complete as per design.

Replacement of M.S. foot rests in manholes including dismantlingconcrete blocks

1-19-17

metreWith 20 mm diameter round bar25394 1-19-17-1 191.80

metreWith 20 mm diameter square bar25395 1-19-17-1 222.20

Supplying and fixing C.I. cover without frame for manholes :1-19-18

metre455x610 mm rectangular C.I. cover (light duty)the weight of thecover to be notless than 23 kg.

25396 1-19-18-1 1,206.00

metre500 mm diameter C.I. cover (medium duty) the weight of thecover to be not lessthan 58 kg.

25397 1-19-18-2 3,005.80

metre560 mm diameter C.I, cover (heavy duty) the weight of the coverto be not less than108 kg.

25398 1-19-18-3 5,149.00

Providing and fixing in position precast R.C.C. manhole cover andframe of required

1-19-19

L D- 2.51-19-19-1

metreRectangular shape 600x450mm internal dimensions25399 1-19-19-1-1 1,084.00

metreSquare shape 450mm internal dimensions25400 1-19-19-1-2 915.90

metreCircular shape 450mm internal diameter25401 1-19-19-1-3 824.10

MD- 101-19-19-2

metreSquare shape 450mm x450mm finternal dimension25402 1-19-19-2-1 1,088.30

metreCircular shape 500mm internal diameter25403 1-19-19-2-2 969.00

HD-201-19-19-3

eachCircular shape 560 mm internal diameter25404 1-19-19-3-1 1,040.10

EHD - 351-19-19-4

metreCircular shape 560 mm internal dia.25405 1-19-19-4-1 1,485.30

metreSupplying and fixing C.I. cover 300x300 mm without frame forgully trap (standardpattern) the weight of cover to be not less than 4.5kg

25406 1-19-20 245.60

Making connection of drain or sewer line with existing manholeincluding breaking

1-19-21


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Rate In (Rs.)


including breaking

cu.mFor pipes 100 to 230 mm diameter25407 1-19-21-1 222.80



Providing sand cast iron drop connection externally for 60 cm dropfrom branch

1-19-22

metre100 mm dia. sand cast iron drop connection25410 1-19-22-1 6,938.40

metre150 mm dia. sand cast iron drop connection25411 1-19-22-2 5,339.30

Extra for depths beyond 60 cm of sand cast iron drop connectioncomplete :

1-19-23

metreFor 100 mm dia. sand cast iron drop connection25412 1-19-23-1 2,109.80

metreFor 150 mm dia. sand cast iron drop connection25413 1-19-23-2 869.10

Dismantling of manhole including R.C.C. top slab, C.I. cover withframe including

1-19-24

cu.m Rectangular manhole 90x80 cm and 45 cm deep25414 1-19-24-1 402.10

cu.mRectangular manhole 120x90 cm and 90 cm deep25415 1-19-24-2 703.10

cu.mRectangular arch type manhole 140x90cm and 2.45m deep.25416 1-19-24-3 1,330.10

cu.mCircular manhole 122 cm diameter and 1.68 m deep.25417 1-19-24-4 849.40

Extra for depth of manholes dismantled:1-19-25

metreRectangular manhole 90x80 cm and 45 cm deep25418 1-19-25-1 319.40

metreRectangular manhole 120x90 cm and 90 cm deep25419 1-19-25-2 380.30

cu.mRectangular arch type manhole 140x90 cm and 2.45m deep (upto4.25 m depth).

25420 1-19-25-3 552.90

cu.mCircular manhole 122 cm diameter and 1.68 m deep (upto 2.29 mdepth)

25421 1-19-25-4 1,350.90

Raising manhole cover and frame slab to required level includingdismantling

1-19-26

cu.mRectangular manhole 90x80 cm with rectangular cover 600x450mm of grade LD - 2.5

25422 1-19-26-1 1,072.60

cu.mRectangular manhole 120x90 cm with circular cover 500 mm dia ofgrade MD - 10

25423 1-19-26-2 1,675.00

cu.mRectangular manhole 120x90 cm with circular cover 560 mm dia ofgrade HD - 20

25424 1-19-26-3 1,361.00

cu.mCircular manhole 140 cm dia with circular cover 600 mm dia ofgrade EHD - 35

25425 1-19-26-4 147.70


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Rate In (Rs.)


grade EHD - 35

Constructing brick masonry road gully chamber 50x45x60 cm withbricks of class

1-19-27

cu.mWith F.P.S. bricks25426 1-19-27-1 3,201.70

Constructing brick masonry road gully chamber 45x45x77.5 cmwith bricks of class

1-19-28

cu.mWith F.P.S. Bricks25427 1-19-28-1 4,138.60

Constructing brick masonry road gully chamber 110x50x77.5 cmwith bricks of

1-19-29

cu.mWith F.P.S. bricks25428 1-19-29-1 6,145.20

Constructing brick masonry chamber for underground C.I.inspection chamber

1-19-30

Inside dimensions 600x 850 mm and 45 cm deep for pipe line withthree or moreinlets :

1-19-30-3

cu.mWith F.P.S. bricks25429 1-19-30-3-1 4,581.60

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 mminternal dimensions,total weight of cover with frame to be not less than 38 kg (weightof cover 23 kgand weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1cement :2 coarsesand : 4 graded stone aggregate 20 mm nominal size) foundationconcrete 1:5:10(1 cement: 5 fine sand : 10 graded stone aggregate 40 mmnominal size), insideplastering 12 mm thick with cement mortar 1:3 (1 cement: 3coarse sand) finishedsmooth with a floating coat of neat cement on walls and bedconcrete etc.complete as per standard design :

1-19-30-2

Inside dimensions 500x700 mm and 45 cm deep for pipe line withone or twoinlets

1-19-30-2-2

cu.mWith F.P.S. bricks25430 1-19-30-2-2-1 4,756.60

Inside dimensions 455x610 mm and 45 cm deep for single pipeline :

1-19-30-1


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Rate In (Rs.)


line :

cu.mWith F.P.S. bricks25431 1-19-30-1-1 4,047.30

Extra for depth beyond 45 cm of brick masonry chamber1-19-31

For 455x610 mm size1-19-31-1

metreWith F.P.S. bricks25432 1-19-31-1-1 3,187.80

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 cmdry brick honey

1-19-32

Nos.With F.P.S. bricks25435 1-19-32-1 20,047.90

metreConstructing soak pit 1.20x1.20x1.20m filled with brickbatsincluding S.W. drainpipe 100 mm diameter and 1.20 m long complete as per standarddesign.

25436 1-19-33 2,451.30

Providing and fixing1-19-34

Nos.150 mm dia25437 1-19-34-2 342.80

Nos.100 mm dia25438 1-19-34-1 241.70

eachProviding and fixing square-mouth S.W. gully trap grade 'A''completewith C.I. grating brick masonry chamber with water tightC.I. coverwith frame of 300 x300 mm size (inside) the weight of cover to benotless than 4.50 kg and frame to be not less than 2.70 kgas perstandard design : 100x100 mm size P type With F.P.S. Bricks class designation 75

25439 1-19-04-1 1,326.70

eachWith Sewer bricks conforming to IS : 4885 each 1,033.35150 x 100 mm size P type. With F.P.S. bricks class designation75

25440 1-19-04-2 1,356.80

eachWith sewer bricks conforming to IS : 4885 each 1,060.15 180x150 mm size P type With F.P.S. bricks class designation 75

25441 1-19-04-3 1,796.90

eachWith Sewer bricks conforming to IS : 488525442 1-19-04-4 1,447.30


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Rate In (Rs.)


Pile Work1-20

Providing, driving and installing driven cast-in-situ reinforcedcement concrete piles

1-20-1

metre400 mm dia piles25443 1-20-1-1 2,137.70





metre1000 mm dia piles.25448 1-20-1-6 9,374.50



Boring, providing and installing bored cast-in-situ reinforcedcement concrete pilediameter

1-20-2




metre500 mm dia. piles25454 1-20-2-4 55,928.60






Boring, Providing and installing cast in situ single under reamedpiles of specified

1-20-3





Extra over item No. 20.3 for providing additional bulb in underreamed piles, under

1-20-4

each300mm dia piles.25464 1-20-4-1 12,948.10

each400mm dia piles.25465 1-20-4-2 24,414.10


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Rate In (Rs.)


each450 mm dia piles.25466 1-20-4-3 32,046.40

each550 mm dia piles.25467 1-20-4-4 39,779.90

Providing, driving and installing driven Pre-cast reinforced cementconcrete piles

1-20-5







Vertical load testing of piles in accordance with IS 2911 (Part IV)including installationof loading platform and preparation of pile head or construction oftest 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.25474 1-20-6-1-1 27,179.10

per testRoutine test25475 1-20-6-1-2 16,028.70

Single pile above 50 tonne and upto 100 tonne capacity1-20-6-2

per testInitial test25476 1-20-6-2-1 38,329.50

per testRoutine test.25477 1-20-6-2-2 25,088.40

Group of two or more piles upto 50 tonne capacity1-20-6-3

per testInitial test25478 1-20-6-3-1 52,267.50

per testRoutine test25479 1-20-6-3-2 32,057.40

Cyclic vertical load testing of pile in accordance with IS Code ofpractice 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.25480 1-20-7-1-1 16,028.70

per testAbove 50 tonne and upto 100 tonne capacity pile.25481 1-20-7-1-2 25,088.40

Group of two piles.1-20-7-2


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Rate In (Rs.)


per testUpto 50 tonne capacity each .25482 1-20-7-2-1 32,057.40

Lateral load testing of single pile in accordance with IS Code ofpractice IS : 2911(Part IV) for determining safe allowable lateral load on pile :

1-20-8

per testUpto 50 tonne capacity pile.25483 1-20-8-1 16,028.70

per testAbove 50 tonne and upto 100 tonne capacity pile.25484 1-20-8-2 25,088.40

Aluminium Work1-21

Providing and fixing aluminium work for doors, windows,ventilators and partitions

1-21-1

For fixed portion.1-21-1-1

kilogram

Anodised aluminium (anodised transparent or dyed to requiredshade accordingto IS: 1868, Minimum anodic coating of grade AC 15)

25485 1-21-1-1-1 349.20

kilogram

Powder coated aluminium (minimum thickness of powder coating50 micron)

25486 1-21-1-1-2 368.70

kilogram

Polyester powder coated aluminium (minimum thickness ofpolyester powdercoating 50 micron)

25487 1-21-1-1-3 376.00

For shutters of doors, windows & ventilators including providingand fixing hinges/pivots and making provision for fixing of fittings wherever requiredincluding thecost of PVC / neoprene gasket required (Fittings shall be paid forseparately).

1-21-1-2

kilogram

Anodised aluminium (anodised transparent or dyed to requiredshade accordingto IS: 1868, Minimum anodic coating of grade AC 15)

25488 1-21-1-2-1 476.40

kilogram

Powder coated aluminium (minimum thickness of powder coating50 micron)

25489 1-21-1-2-2 72.60

kilogram

Polyester powder coated aluminium (minimum thickness ofpolyester powdercoating 50 micron).

25490 1-21-1-2-3 503.80

Providing and fixing 12mm thick prelaminated particle board flatpressed three

1-21-2

sq.mPre-laminated particle board with decorative lamination on oneside and balancinglamination on other side.

25491 1-21-2-1 942.00

sq.mPrelaminated particle board with decorative lamination on bothsides.

25492 1-21-2-2 985.90


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Rate In (Rs.)


sides.

Providing and fixing glazing in aluminium door, window, ventilatorshutters and

1-21-3

sq.mWith float glass panes of 4.0 mm thickness25493 1-21-3-1 683.50

sq.mWith float glass panes of 5.50 mm thickness25494 1-21-3-2 825.30

sq.mWith float glass panes of 8 mm thickness25495 1-21-3-3 656.20

Providing and fixing double action hydraulic floor spring ofapproved brand and

1-21-4

eachWith stainless steel cover plate25496 1-21-4-1 2,087.00

eachWith brass cover plate25497 1-21-4-2 2,305.00

kilogram

Providing 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 offalseceiling including aluminium angle cleats with necessary C.P.brass/stainless steel sunk screws, aluminium perimeter angles fixed towallwith rawl plugs @ 450 mm centre to centre and fixing the frameworkto G.I. level adjusting hangers 6 mm dia. with necessarycadmiumplated machine screws all complete as per approvedarchitecturaldrawings and direction of the Engineer-in-charge (leveladjustinghangers, ceiling cleats and expansion hold fasteners to bepaid forseparately).

25498 1-21-5 443.00

eachProviding and fixing 6 mm dia. G.I. level adjusting hangers(upto1200mm length) fixed to roof slabs by means of ceiling cleatsmadeout of G.I. flat 40x3mm size 60mm long and expansion holdfasteners12.5 mm dia. 40mm long complete as per direction ofEngineer -in-charge

25499 1-21-6 86.70

Providing and fixing machine moulded aluminium covering ofapproved pattern

1-21-7


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Rate In (Rs.)


approved pattern

kilogram

Anodised aluminium sheet 2.5mm thick (anodised transparent ordyed to requiredshade according to IS: 1868, Minimum anodic coating of grade AC15)

25500 1-21-7-1 407.90

kilogram

Powder coated aluminium sheet 2.5mm thick (minimum thicknessof powdercoating 50 micron)

25501 1-21-7-2 427.40

Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work

1-21-8

metreUpto 5mm depth and 5 mm width25502 1-21-8-1 70.50

Extra for applying additional anodic coating AC 25 instead of AC 15to aluminium

1-21-9

kilogram

For fixed portion25503 1-21-9-1 11.60

kilogram

For shutters of doors, windows & ventilators.25504 1-21-9-2 11.60

sq.mProviding and fixing double glazed hermetically sealed glazing inaluminiumwindows, ventilators and partition etc. with 6 mm thick clear floatglass bothside having 12 mm air gap including providing EPDM gasket,perforatedaluminium spacers, desiccants, silicon sealant (Both primary andsecondarysealant) etc. as per specifications, drawings and direction ofEngineer-in-chargecomplete.

25505 1-21-10 0.00

Providing and fixing stainless steel (SS-304 grade) adjustablefriction windows

1-21-11

each205X19mm25506 1-21-11-1 211.60

each255X19mm25507 1-21-11-2 456.70

each355X19 mm25508 1-21-11-3 298.80

each510X19mm25509 1-21-11-4 552.00

each710X19mm25510 1-21-11-5 1,005.00

Providing and fixing aluminium tubular handle bar 32 mm outerdia, 3.0 mm thick

1-21-12

eachAnodized (AC 15 ) aluminium tubular handle bar25511 1-21-12-1 521.20


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Rate In (Rs.)


eachPowder coated minimum thickness 50 micron aluminium tubularhandle bar.

25512 1-21-12-2 551.50

eachPolyester powder coated minimum thickness 50 micron aluminiumtubular handlebar

25513 1-21-12-3 562.90

eachProviding and fixing 100mm brass locks (best make ofapprovedquality) for aluminium doors including necessary cutting andmakinggood etc. complete.

25514 1-21-13 269.10

kilogram

Providing and fixing anodised aluminium (anodisedtransparent ordyed to required shade according to IS: 1868. Minimumanodiccoating of grade AC 15) sub frame work for windows andventilators awith extruded built up standard tubular sections of approvedmakeconforming to IS: 733 and IS : 1285 fixed with rawl plugsandstainless steel screws etc.

25515 1-21-14 365.10

Providing and fixing aluminium casement windows fastener ofrequired length

1-21-15

eachAnodized(AC 15) aluminium25516 1-21-15-1 45.30

eachPowder coated minimum thickness 50 micron aluminium.25517 1-21-15-2 49.90

eachPolyester powder coated minimum thickness 50 micron aluminium25518 1-21-15-3 52.30

Providing and fixing aluminium round shape handle of outer dia100mm with SS

1-21-16

eachAnodized (AC 15 ) aluminium25519 1-21-16-1 54.60

eachPowder coated minimum thickness 50 micron aluminium25520 1-21-16-2 60.40

eachPolyester powder coated minimum thickness 50 micron aluminium25521 1-21-16-3 63.90

Water Proofing1-22

sq.mProviding and laying integral cement based treatment forwaterproofing on horizontal surface at all depth below groundlevel forunder ground structures as directed by Engineer-in-Chargeandconsisting of : i) Ist layer of 22mm to 25mm thickapproved andspecified rough stone slab over a 25mm thick base of cementmortar1:3 (1 cement : 3 coarse sand) mixed with water proofingcompoundconforming to IS:2645 in the recommended proportion overtheleveling course (leveling course to be paid separately). Jointssealedand grouted with cement slurry mixed with water proofingcompound.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 to12mmnominal size spreading @ 8 cudm/sqm thoroughly embeddedin the2nd layer.Using rough kota stone.

25522 1-22-1 585.70


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Rate In (Rs.)


approved andspecified rough stone slab over a 25mm thick base of cementmortar1:3 (1 cement : 3 coarse sand) mixed with water proofingcompoundconforming to IS:2645 in the recommended proportion overtheleveling course (leveling course to be paid separately). Jointssealedand grouted with cement slurry mixed with water proofingcompound.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 to12mmnominal size spreading @ 8 cudm/sqm thoroughly embeddedin the2nd layer.Using rough kota stone.

sq.mProviding and laying integral cement based treatment forwaterproofing on the vertical surface by fixing specified stone slab 22mm to 25mm thick with cement slurry mixed with waterproofing compound conforming to IS:2645 in recommendedproportions with a gap of 20mm (minimum) between stoneslabs and the receiving surfaces and filling the gaps with neatcement slurry mixed with water proofing compound and finishingthe exterior of stone slab with cement mortar 1:3 (1 cement :3 coarse sand) 20mm thick with neat cement punning mixedwith water proofing compound in recommended proportioncomplete at all levels and as directed by Engineer-in-charge :Using rough Kota stone

25523 1-22-2 831.20

sq.mProviding and laying water proofing treatment to vertical andhorizontal surfaces of depressed portions of W.C., kitchenand thelike consisting of :i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixedwithwater 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 : 3coarsesand) mixed with water proofing compound in recommendedproportion including rounding off junction of vertical andhorizontal surface.iii) IIIrd course of applying blown or residual bitumen appliedhot at1.7 Kg. per sqm of area.iv) IVth course of 400 micron thick PVC sheet. (Overlaps at jointsofPVC sheet should be 100 mm wide and pasted to eachotherwith bitumen @ 1.7 Kg/sqm.)

25524 1-22-3 259.60


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Rate In (Rs.)


horizontal surface.iii) IIIrd course of applying blown or residual bitumen appliedhot at1.7 Kg. per sqm of area.iv) IVth course of 400 micron thick PVC sheet. (Overlaps at jointsofPVC sheet should be 100 mm wide and pasted to eachotherwith bitumen @ 1.7 Kg/sqm.)

Providing and Placing in position suitable PVC water stopsconforming to IS:12200 for construction/expansion joints between two RCCmembers and fixed tothe reinforcement with binding wire before pouring concrete etc.complete

1-22-4

metreProviding and Placing in position suitable PVC water stopsconforming to IS:12200 for construction/ expansion jointsbetweentwo RCC members and fixed to the reinforcement withbinding wirebefore pouring concrete etc. complete :Serrated with central bulb (225mm wide, 8-11mm thick).

25525 1-22-4-1 463.50

metreDumb bell with central bulb (180mm wide, 8mm thick).25526 1-22-4-2 429.90

metreKickers (320mm wide, 5mm thick).25527 1-22-4-3 359.40

sq.mProviding and laying water proofing treatment in sunkenportion ofWCs, bathroom etc., by applying cement slurry mixed withwaterproofing cement compound consisting of applying : a) Firstlayer ofslurry of cement @ 0.488 kg/sqm mixed with water proofingcementcompound @ 0.253 kg/sqm. This layer will be allowed to air curefor 4hours. b) Second layer of slurry of cement @ 0.242 kg/sqmmixedwith water proofing cement compound @ 0.126 kg/sqm. Thislayerwill be allowed to air cure for 4 hours followed with water curingfor 48hours. The rate includes preparation of surface, treatmentandsealing of all joints, corners, junctions of pipes and masonrywithpolymer mixed slurry.

25528 1-22-5 108.70


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Rate In (Rs.)


polymer mixed slurry.

sq.mProviding and laying water proofing treatment on roofs ofslabs byapplying cement slurry mixed with water proofing cementcompoundconsisting of applying: a) after surface preparation, first layer ofslurryof cement @ 0.488 kg/sqm mixed with water proofingcementcompound @ 0.253 kg/sqm. b) laying second layer of Fibreglasscloth when the first layer is still green. Overlaps of joints of fibreclothshould not be less than 10 cm. c) third layer of 1.5 mmthicknessconsisting of slurry of cement @ 1.289 kg/sqm mixed withwaterproofing cement compound @ 0.670 kg/sqm and coarse [email protected] kg/sqm. This will be allowed to air cure for 4 hours followedbywater curing for 48 hours. The entire treatment will betaken upto30cm on parapet wall and tucked into groove in parapet allaround. d)fourth and final layer of brick tiling with cement mortar (whichwill bepaid for separately For the purpose of measurement theentiretreated surface will be measured.

25529 1-22-6 989.70

sq.mProviding and laying integral cement based water proofingtreatmentincluding preparation of surface as required for treatment ofroofs,balconies, terraces etc consisting of following operations: a)Applyinga slurry coat of neat cement using 2.75 kg/sqm. of cementadmixedwith water proofing compound conforming to IS. 2645 andapprovedby Engineer-in-charge over the RCC slab including adjoiningwallsupto 300mm height including cleaning the surface beforetreatment.b) Laying brick bats with mortar using broken bricks/brick bats 25mmto 115mm size with 50% of cement mortar 1:5 (1 cement : 5coarsesand) admixed with water proofing compound conforming to IS :2645and approved by Engineer-in-charge over 20 mm thick layerofcement mortar of mix 1:5 (1 cement :5 coarse sand )admixed withwater proofing compound conforming to IS : 2645 andapproved byEngineer-in-charge to required slope and treating similarlythe adjoining walls upto 300 mm height including rounding ofjunctions ofwalls and slabs c) After two days of proper curing applying asecondcoat of cement slurry using 2.75kg/ sqm of cement admixedwithwater proofing compound conforming to IS : 2645 andapproved byEngineer-in-charge. d) Finishing the surface with 20 mmthickjointless cement mortar of mix 1:4 (1 cement :4 coarsesand)admixed with water proofing compound conforming to IS :2645 andapproved by Engineer-in-charge including laying glass fibrecloth ofapproved quality in top layer of plaster and finally finishing thesurfacewith trowel with neat cement slurry and making pattern of300x300mm square 3mm deep. e) The whole terrace so finishedshall beflooded with water for a minimum period of two weeks for curingandfor final test. All above operations to be done in order and asdirectedand specified by the Engineer-in-Charge : With average thicknessof 120mm and minimum thicknessat khurra as 65 mm

25530 1-22-7 795.00


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Rate In (Rs.)


to 115mm size with 50% of cement mortar 1:5 (1 cement : 5coarsesand) admixed with water proofing compound conforming to IS :2645and approved by Engineer-in-charge over 20 mm thick layerofcement mortar of mix 1:5 (1 cement :5 coarse sand )admixed withwater proofing compound conforming to IS : 2645 andapproved byEngineer-in-charge to required slope and treating similarlythe adjoining walls upto 300 mm height including rounding ofjunctions ofwalls and slabs c) After two days of proper curing applying asecondcoat of cement slurry using 2.75kg/ sqm of cement admixedwithwater proofing compound conforming to IS : 2645 andapproved byEngineer-in-charge. d) Finishing the surface with 20 mmthickjointless cement mortar of mix 1:4 (1 cement :4 coarsesand)admixed with water proofing compound conforming to IS :2645 andapproved by Engineer-in-charge including laying glass fibrecloth ofapproved quality in top layer of plaster and finally finishing thesurfacewith trowel with neat cement slurry and making pattern of300x300mm square 3mm deep. e) The whole terrace so finishedshall beflooded with water for a minimum period of two weeks for curingandfor final test. All above operations to be done in order and asdirectedand specified by the Engineer-in-Charge : With average thicknessof 120mm and minimum thicknessat khurra as 65 mm

sq.mProviding and laying four courses water proofing treatmentwithbitumen felt over roofs consisting of first and third courses ofblownbitumen 85/25 or 90/15 conforming to IS : 702 applied hot @1.45 Kgper square metre of area for each course, second course ofroofingfelt type 3 grade-I (hessian based self finished bitumen felt)andfourth and final course of stone grit 6mm and down size orpea-sizedgravel spread at 6 cubic diameter per square metreincludingpreparation of surface but excluding grading complete withBitumen felt (hessian base) type 3 grade I conforming to IS: 1322

25531 1-22-8 269.10


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Rate In (Rs.)


per square metre of area for each course, second course ofroofingfelt type 3 grade-I (hessian based self finished bitumen felt)andfourth and final course of stone grit 6mm and down size orpea-sizedgravel spread at 6 cubic diameter per square metreincludingpreparation of surface but excluding grading complete withBitumen felt (hessian base) type 3 grade I conforming to IS: 1322

sq.mProviding and laying six courses water proofing treatmentwithbitumen felt over roofs consisting of first, third and fifthcourse ofblown bitumen 85/25 or 90/15 conforming to IS : 702 appliedhot @1.45, 1.20 and 1.45 Kg per square metre of area respectively,secondand fourth courses of roofing felt type 3 grade I conformingto IS :1322 (Hessian based self finished bitumen felt) conforming toIS :1322 and sixth and final course of stone grit 6 mm and down sizeorpea sized gravel spread at 6 cubic dm per sqm includingpreparationof surface but excluding grading, complete.

25532 1-22-9 352.90

sq.mProviding and laying six courses water proofing treatmentwithbitumen felt over roofs consisting of first, third and fifthcourses ofblown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70kgper square metre of area respectively, second and fourth coursesofroofing felt type 2 grade I (fibre base self finished bitumen felt) sixandfinal courses of stone grit 6mm and down size or pea sizedgravelspread at 6cu.dm per sqm including preparation of surface,excludinggrading, compete.

25533 1-22-10 5,321.40

sq.mProviding and laying six courses water proofing treatmentwithbitumen felt over roofs consisting of first, third and fifthcourses ofblow or/ and residual bitumen applied hot at 1.45, 1.20 and1.70 kgper square metre of area respectively, second and fourth coursesof roofing felt type 2 grade II (glass fibre base self finishedbitumen felt)and sixth and final course of stone grit 6mm and down sizeor peasized gravel spread at 6 cubic dm per sqm includingpreparation ofsurface but excluding grading, complete.

25534 1-22-11 2,817.20


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Rate In (Rs.)


bitumen felt over roofs consisting of first, third and fifthcourses ofblow or/ and residual bitumen applied hot at 1.45, 1.20 and1.70 kgper square metre of area respectively, second and fourth coursesof roofing felt type 2 grade II (glass fibre base self finishedbitumen felt)and sixth and final course of stone grit 6mm and down sizeor peasized gravel spread at 6 cubic dm per sqm includingpreparation ofsurface but excluding grading, complete.

sq.mSupplying and applying bituminous solution primer on roof and orwallsurface at 0.24 litre per sqm.

25535 1-22-12 184.80

Deduct for omitting in water proofing treatment final course ofspreading stonegrit 6mm or down size or pea sized gravel

1-22-13

sq.mDeduct for omitting in water proofing treatment final courseofspreading stone grit 6mm down size or pea sized gravel : At 6 cudm per sqm.

25536 1-22-13-13-1 0.10

sq.mat 8 cudm per sqm.25537 1-22-13-13-2 46.90

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)

25538 1-22-14-14-1 4,433.40

cu.mCement mortar 1:3 (1 cement : 3 coarse sand)25539 1-22-14-14-2 5,262.80

cu.mCement mortar 1:4 (1cement : 4 coarse sand)25540 1-22-14-14-3 1,972.50

sq.mProviding and laying in situ seven course water proofingtreatmentwith APP (Atactic poly-propylene) modified Polymericmemberaneover roof consisting of first coat of bitumen primer @ 0.40Kg persqm,2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm,whichshall consist of blown type bitumen of grade 85/25 conforming toIS :702, 3rd and 5th layers of roofing membrane APP modifiedPolymericmembrane 1.5mm thick of 2.25 Kg/sqm weight consisting offivelayers prefabricated with centre core as 20micron HMHDPEfilmsandwiched on both sides with polymeric mix and thepolymeric mixis protected on both side with 20micron HMHDPE film. 7th,the topmost layer shall be finished with brick tiles of class designation100grouted with cement mortar 1:3 (1cement:3 fine sand) mixed with2%integral water proofing compound by weight of cement over a12mmlayer of cement mortar 1:3 (1 cement : 3 fine sand) and finishedneatwhich shall be paid for separately.

25541 1-22-15 359.00


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Rate In (Rs.)


fivelayers prefabricated with centre core as 20micron HMHDPEfilmsandwiched on both sides with polymeric mix and thepolymeric mixis protected on both side with 20micron HMHDPE film. 7th,the topmost layer shall be finished with brick tiles of class designation100grouted with cement mortar 1:3 (1cement:3 fine sand) mixed with2%integral water proofing compound by weight of cement over a12mmlayer of cement mortar 1:3 (1 cement : 3 fine sand) and finishedneatwhich shall be paid for separately.

sq.mProviding and laying in situ five course water proofing treatmentwithAPP (Atactic Polypropylene) modified Polymeric memberaneoverroof consisting of first coat of bitumen primer @ 0.40Kg per sqm,2nd& 4th courses of bonding material @ 1.20 Kg/sqm, whichshallconsist of blown type bitumen of grade 85/25 conforming to IS :702,3rd layer of roofing membrane APP modified Polymericmembrane2.0mm 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 thepolymeric mixis protected on both side with 20micron HMHDPE film. 5th,the topmost layer shall be finished with brick tiles of class designation100grouted with cement mortar 1:3 (1 cement : 3 fine sand)mixed with2% integral water proofing compound by weight of cementover a12mm layer of cement mortar 1:3 (1 cement : 3 fine sand)andfinished neat which shall be paid for separately.

25542 1-22-16 282.50

sq.mProviding and laying in situ seven course water proofingtreatmentwith APP (Atactic Polypropylene) modified Polymericmemberaneover roof consisting of first coat of bitumen primer @ 0.40Kg persqm,2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm,whichshall consist of blown type bitumen of grade 85/25 conforming toIS :702, 3rd and 5th layers of roofing membrane APP modifiedPolymericmembrane 2.0mm thick of 3.00 Kg/sqm weight consisting offivelayers prefabricated with centre core as 100micron HMHDPEfilmsandwiched on both sides with polymeric mix and thepolymeric mixis protected on both side with 20micron HMHDPE film. 7th,the topmost layer shall be finished with brick tiles of class designation100grouted 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) andfinishedneat which shall be paid for separately.

25543 1-22-17 212.30


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Rate In (Rs.)


memberaneover roof consisting of first coat of bitumen primer @ 0.40Kg persqm,2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm,whichshall consist of blown type bitumen of grade 85/25 conforming toIS :702, 3rd and 5th layers of roofing membrane APP modifiedPolymericmembrane 2.0mm thick of 3.00 Kg/sqm weight consisting offivelayers prefabricated with centre core as 100micron HMHDPEfilmsandwiched on both sides with polymeric mix and thepolymeric mixis protected on both side with 20micron HMHDPE film. 7th,the topmost layer shall be finished with brick tiles of class designation100grouted 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) andfinishedneat which shall be paid for separately.

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 coatofbitumen primer for bitumen membrane @ 0.40 ltr/sq. mtr.by thesame membrance manufacture of density at 25?C, 0.87 - 0.89kg/ ltrand viscocity 70 - 160 cps. Over the primer coat the layerofmembrane shall be laid using Butane torch and sealing all jointsetc.,and preparing the surface complete. The vital physical andchemicalparameters of the membrane shall be as under : Jointstrength inlongitudinal and transverse direction at 23?C as 350/300 N/5cm.Tear strength in longitudinal and transverse direction as60/80N.Softening point of membrane not less than 150?C. Cold flexibilityshallbe upto -2?C when tested in accordance with ASTM, D - 5147.Thelaying of membrane shall be got done through theauthorisedapplicator of the manufacture of membrane. 2mm (for corrugated roof sheets)

25544 1-22-18 665.20


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Rate In (Rs.)


Tear strength in longitudinal and transverse direction as60/80N.Softening point of membrane not less than 150?C. Cold flexibilityshallbe upto -2?C when tested in accordance with ASTM, D - 5147.Thelaying of membrane shall be got done through theauthorisedapplicator of the manufacture of membrane. 2mm (for corrugated roof sheets)

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 coatofbitumen primer for bitumen membrane @ 0.40 ltr/sqm. by thesamemembrane manufactured of density at 25?C, 0.87 - 0.89kg/ltr andviscocity 70 - 160 cps. Over the primer coat the layer ofmembraneshall be laid using butane torch and sealing all joints etc.,andpreparing the surface complete. The vital physical andchemicalparameters of the membrane shall be as under : Jointstrength 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 beupto -2?C when tested in accordance with ASTM, D - 5147. Thelaying ofmembrane shall be got done through the authorised applicatorof themanufacturer of membrane : 3 mm thick

25545 1-22-19 696.40

sq.mProviding and laying APP (Atactic Polypropylene Polymer)modifiedprefabricated five layer 3mm thick water proofing membrane,blackfinished reinforced with non-woven polyester matt consisting of acoatof bitumen primer for bitumen membrane @ 0.40 ltr/sqm.by thesame membrane manufacture of density at 25?C, 0.87-0.89 kg/ltrandviscocity 70-160 cps. Over the primer coat the layer ofmembraneshall be laid using Butane Torch and sealing all joints etc.,andpreparing the surface complete. The vital physical andchemicalparameters of the membrane shall be as under : Jointstrength 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 flexibilityshallbe upto -2?C when tested in accordance with ASTM, D - 5147.Thelaying of membrane shall be got done through theauthorisedapplicator of the manufacturer of membrane : 3 mm thick

25546 1-22-20 665.20


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Rate In (Rs.)


by thesame membrane manufacture of density at 25?C, 0.87-0.89 kg/ltrandviscocity 70-160 cps. Over the primer coat the layer ofmembraneshall be laid using Butane Torch and sealing all joints etc.,andpreparing the surface complete. The vital physical andchemicalparameters of the membrane shall be as under : Jointstrength 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 flexibilityshallbe upto -2?C when tested in accordance with ASTM, D - 5147.Thelaying of membrane shall be got done through theauthorisedapplicator of the manufacturer of membrane : 3 mm thick

sq.mExtra for covering top of membrane with Geotextile, 120gsmnonwoven, 100% polyester of thickness 1 to 1.25mm bonded tothemembrane with intermittent touch by heating the membranebyButane Torch as per manufactures recommendation [for ItemNo.25.19 to 25.21].

25547 1-22-21 194.50

Horticulture and Landscape1-23

cu.mTrenching in ordinary soil up to a depth of 60cm includingremovaland stacking of serviceable materials and then disposing ofbyspreading and neatly levelling with in a lead of 50m andmaking upthe trenched area to proper levels by filling with earth or earthmixedwith sludge or/and manure before and after flooding trench withwater(excluding cost of imported earth, sludge or manure).

25548 1-23-1 17.50

cu.mSupplying and stacking of good earth at site includingroyalty andcarriage up to 1 km (earth measured in stacks will bereduced by20% for payment).

25549 1-23-2 92.30


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Rate In (Rs.)


reduced by20% for payment).

cu.mSupplying and stacking sludge at site including royalty andcarriageup to 1 km (sludge measured in stacks will be reduced by8% forpayment).

25550 1-23-3 46.50

Supplying and stacking at site dump manure from Badli or otherapproved source,including carriage upto 1 km manure measured in stacks will bereduced by 8% forpayment)

1-23-4

cu.mScreened through sieve of I.S. designation 20mm25551 1-23-4-4-1 16.70

cu.mScreened through sieve of I.S. designation 16mm25552 1-23-4-04-2 24.80

cu.mScreened through sieve of I.S. designation 4.75mm25553 1-23-4-04-3 31.30

sq.mFine dressing the ground.25554 1-23-7 0.80

sq.mSpreading of sludge, dump manure or/and good earth inrequiredthickness (Cost of sludge, dump manure or/ and good earthto bepaid separately).

25555 1-23-8 0.10

sq.mMixing earth and sludge or manure in proportion specified ordirected.

25556 1-23-9 0.80

Grassing with ‘Doob’ grass including watering and maintenance ofthe lawn for 30days or more till the grass forms a thick lawn free from weeds andfit for mowingincluding supplying good earth if needed (the good earth shall bepaid for separately).

1-23-10

sq.mIn rows 15 cm apart in either direction.25557 1-23-10-1 1.20

sq.mIn rows 7.5 cm apart in either direction.25558 1-23-10-2 2.60

sq.mIn rows 5 cm apart in either direction.25559 1-23-10-3 3.00

sq.mRenovating lawns including weeding, cheeling the grass, forkingthe ground, top dressing with sludge or manure, mixing the samewith forked soil, watering and maintaining the lawn for 30 days ormore till the grass forms a thick lawn free from weeds and fit formowing and disposal of rubbish as directed, including supplyinggood earth if needed but excluding the cost of sludge or manure(the good earth shall be paid for separately).

25560 1-23-11 12.50


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Rate In (Rs.)


cu.mPreparation of beds for hedging and shrubbery by excavating60cmdeep and trenching the excavated base to a further depth of30cm,refilling the excavated earth after breaking clods and mixingwithsludge or manure in the ratio of 8:1 (8 parts of stackedvolume ofearth after reduction by 20% : one part of stacked volume ofsludgeor manure after reduction by 8%), flooding with water,filling withearth if necessary, watering and finally fine dressing, levelingetc.including stacking and disposal of materials declaredunserviceableand surplus earth by spreading and leveling as directed, within aleadof 50m lift up to 1.5 m complete (cost of sludge, manureor extraearth to be paid for separately).

25561 1-23-13 49.30

Digging holes in ordinary soil and refilling the same with theexcavated earth mixedwith manure or sludge in the ratio of 2:1 by volume (2 parts ofstacked volume ofearth after reduction by 20% : 1 part of stacked volume of manureafter reduction by8%) flooding with water, dressing including removal of rubbish andsurplus earth, ifany with all leads and lifts (cost of manure, sludge or extra goodearth if needed tobe paid for separately)

1-23-14

eachHoles 1.2 m dia and 1.2 m deep.25562 1-23-14-14-1 187.00

eachHoles 60 cm dia, and 60 cm deep.25563 1-23-14-14-2 156.80

eachHalf brick circular tree guard in 50 class designation bricks,internaldiameter 1.25 metre and height 1.2 metre above ground and0.20 mbelow ground bottom two courses laid dry and top threecourses incement mortar 1:6 (1 cement : 6 fine sand) and theintermediatecourses being in dry honey comb masonry as per design complete: With F.P.S. Bricks

25564 1-23-15 691.30


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Rate In (Rs.)


eachProviding and fixing M.S. flat iron tree guard 60cm dia. and 2mheightabove ground level formed of 4 nos. 25x6mm and 8 nos.25x3mmvertical M.S. flats rivetted to 3 nos. 25x6mm M.S. flat iron rings intwohalves, bolted together with 8mm dia. and 30mm long boltsincludingpainting two coats with paint of approved brand andmanufactureover a coat of priming, complete in all respects.

25565 1-23-16 2,147.30

Making tree guard 53 cm dia. and 1.3 m high as per design fromempty coal tardrums supplied free by the department including providing andfixing 2 nos. M.S.sheet rings 50 x 0.5 mm with rivets complete in all respectsincluding painting insideand outside of tree guard with

1-23-17

eachA coat of coal tar.25566 1-23-17-1 148.90

eachTwo or more coats of synthetic enamel paint ofapproved quality shade over a priming coat.

25567 1-23-17-2 298.40

Making tree guard 53 cm dia. and 2 m high as per design fromempty coal tardrums supplied free by the department including providing andfixing four legs 40cm long of 30 x 3 mm M.S. flat riveted to tree guard and providingand fixing 2 nos.M.S. sheet rings 50 x 0.5 mm with rivets complete in all respectsincluding paintinginside and outside of tree guard with

1-23-18

eachA coat of coal tar.25568 1-23-18-1 301.00

eachTwo or more coats of synthetic enamel paint ofapproved quality and shade over a priming coat.

25569 1-23-18-2 585.70

Edging with bricks laid dry length wise including excavation,refilling, consolidatingwith hand packing and spreading neatly surplus earth within a leadof 50 m

1-23-19

75 class designation1-23-19-1

metreF.P.S. Bricks25570 1-23-19-1-1 32.50

50 designation1-23-19-2


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Rate In (Rs.)


metreF.P.S. bricks.25571 1-23-19-2-1 16.10

cu.mFilling mixture of earth and sludge or manure in the desiredproportion in trenches, flooding with water and leveling (costofsupplying earth and sludge or manure and mixing excluded).

25572 1-23-20 4.00

cu.mExcavation in dumped stones or malba including stacking ofserviceable and unserviceable material separately and disposalofunserviceable material lead up to 50 m and lift up to 1.5 mdisposedmaterial to be neatly dressed.

25573 1-23-21 113.10

cu.mExcavation in bajri path including stacking of serviceable andunserviceable material lead up to 50 m and lift up to 1.5 mdisposedmaterial to be neatly dressed.

25574 1-23-22 126.00

cu.mExcavation in water bound macadam road including stackingtheserviceable and unserviceable material separately and disposalofunserviceable material lead up to 50 m and lift up to 1.5 mdisposedmaterial to be neatly dressed.

25575 1-23-23 155.10

sq.mFlodding the ground with water including making kiaries anddismantling the same.

25576 1-23-24 0.80

sq.mRough dressing the trenched ground including breaking clods.25577 1-23-5 0.30

sq.mUprooting weeds from the trenched area after 10 to 15 days of itsflooding withwater including disposal of uprooted vegetation.

25578 1-23-6 1.10

sq.mSupplying and laying of grass selection 1 or equivalent includinglaying of grass, screening of earth, excavation of field upto 30cmdepth and screening the excavated earth, including disposal ofwaste material and refilling by good earth with sand and manurecomplete as per direction of Engineer-in-Charge for propercompletion of the work.

26421 1-23-7 204.80

Other Items1-24

Water based bio-degradable epoxy polymide chemical on roof forwater proofing treatment

1-24-1

sq.mSupplying and applying of water based bio-degradable epoxypolymide chemical on roof for water proofing treatment in threelayers over 20mm thick cement plaster laid in 1:3 cement andcoarse sand mortar including all labour, material, T&P etc.

33895 1-24-1-1 162.60


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Rate In (Rs.)


coarse sand mortar including all labour, material, T&P etc.

sq.mSupplying and applying of water based bio-degradable epoxypolymide chemical on roof for water proofing treatment in threelayers over 12mm thick cement plaster laid in 1:6 cement andcoarse sand mortar including all labour, material, T&P etc.

33896 1-24-1-2 714.00


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