building

SOR RATE COMPARISON REPORT

Name Building Works Based On CPWD skeleton

PWD UTTRAKHAND

Chapter Name Earth Work

Rate In (Rs.)

UnitItem Description

Block 1 Mori(UTTARKASHI)

Rate

Block 16Ukhimath

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 excavated earthupto 50 m and liftupto 1.5 m, disposed soil to be levelled and neatly dressed.

1-2-1

sq.mEarth work in excavation in all kinds of soils.80966 1-2-1-1 39.80 38.70

Earth work in rough excavation, banking excavated earth in layers notexceeding 20 cm in depth, breaking clods watering, rolling each layerwith ½ tonne roller or wooden or steel rammers, and rolling every 3rdand top-most layer with power roller of minimum 8 tonnes anddressing up in embankments for roads, flood banks, marginal banksand guide banks or filling up ground depressions, lead upto 50 m andlift upto 1.5 m

1-2-2

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

80967 1-2-2-1 303.80 295.90

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 8 tonnesand 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. in depth (allkinds of soils)

80968 1-2-3-1 189.30 184.40

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

80969 1-2-4 2.20 2.20

cu.mDeduct for not watering the excavated earth for banking80970 1-2-5 12.10 11.70

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

1-2-6

2014-2015Year Effective Date 16/05/2014

Building Works Based On CPWD skeleton - 16/05/2014- 1-2

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Rate In (Rs.)



Rate

Block 16Ukhimath

on plan) includingdisposal of excavated earth, lead upto 50m and lift upto 1.5m,disposed earth to belevelled and neatly dressed.

cu.mExcavation in all kinds of soil80971 1-2-6-1 230.10 226.60

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 rock80972 1-2-7-1 315.20 310.10

cu.mHard rock (requiring blasting)80973 1-2-7-2 610.30 603.50

cu.mHard rock (blasting prohibited)80974 1-2-7-3 673.30 662.00

Earth work in excavation by mechanical means (HydraulicExcavator )/ manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5 m,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.80975 1-2-8-1 233.10 229.50

Excavation work by mechanical means (Hydraulic Excavator)/manual means infoundation trenches or drains not exceeding 1.5 m in width or 10 sqmon plan includingdressing of sides and ramming of bottoms lift upto 1.5 m, includinggetting out theexcavated soil and disposal of surplus excavated soils as directed,within a lead of 50m.

1-2-9

cu.mOrdinary rock80976 1-2-9-1 335.00 329.40

cu.mHard rock (requiring blasting)80977 1-2-9-2 701.50 694.30

cu.mHard rock (blasting prohibited)80978 1-2-9-3 687.10 675.40

Excavating trenches of required width for pipes, cables, etc includingexcavation forsockets and dressing of sides, ramming of bottoms, depth upto 1.5 mincluding gettingout the excavated soil and then returning the soil as required, in layersnot exceeding 20cm in depth including consolidating each deposited layer byramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of50 m :

1-2-10



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Rate In (Rs.)



Rate

Block 16Ukhimath

cm in depth including consolidating each deposited layer byramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of50 m :

All kinds of soil1-2-10-1

metrePipes, cables etc, not exceeding 80 mm dia.80979 1-2-10-1-1 151.80 149.00

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

80980 1-2-10-1-2 247.90 243.30

metrePipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.80981 1-2-10-1-3 387.00 379.90

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

80982 1-2-11 328.90 322.80

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

80983 1-2-12 839.20 823.50

Excavating trenches of required width for pipes, cables, etc, includingexcavation 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

Ordinary rock1-2-13-1

metrePipes, cables etc. not exceeding 80 mm dia.80984 1-2-13-1-1 203.30 199.40


80985 1-2-13-1-2 503.30 493.90

metrePipes, cables exceeding 300 mm dia but not exceeding 600mm dia80986 1-2-13-1-3 579.20 568.30

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



80988 1-2-13-2-2 934.20 922.80

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

80989 1-2-13-2-3 1,075.00 1,061.90



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Rate In (Rs.)



Rate

Block 16Ukhimath

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



80991 1-2-13-3-2 917.30 900.70

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

80992 1-2-13-3-3 1,055.70 1,036.50

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

80993 1-2-14 1,865.20 1,841.40

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

80994 1-2-15 2,291.60 2,260.50

Close timbering in trenches including strutting, shoring and packingcavities(wherever required) complete. (Measurements to be taken of the facearea timbered).

1-2-16

sq.mDepth not exceeding 1.5 m.80995 1-2-16-1 123.80 123.60

sq.mDepth exceeding 1.5 m but not exceeding 3 m.80996 1-2-16-2 131.30 130.80

sq.mDepth exceeding 3 m but not exceeding 4.5 m.80997 1-2-16-3 130.30 129.90

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

1-2-17




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

1-2-18




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

81004 1-2-19 1,674.10 1,671.70



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Rate In (Rs.)



Rate

Block 16Ukhimath

(Facearea of timber permanently left to be measured).

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

1-2-20



sq.mDepth exceeding 3 m but not exceeding 4.5 m81007 1-2-20-3 73.60 73.20

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

1-2-21




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

1-2-22




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

81014 1-2-23 850.40 849.20

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

1-2-24

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

81015 1-2-24-1 0.00 0.00

metreIn or under foul position, including pumping out water as required.81016 1-2-24-2 0.00 0.00

cu.mFilling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,leadup to 50 m and lift upto 1.5 m.

81017 1-2-25 88.10 85.80

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



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Rate In (Rs.)



Rate

Block 16Ukhimath

cu.mAll kinds of soil.81018 1-2-26-1 36.50 35.50

cu.mOrdinary or hard rock.81019 1-2-26-2 65.50 63.80

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

81020 1-2-27 1,104.80 1,103.00

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

1-2-28

sq.mAll kinds of soil.81021 1-2-28-1 9.80 9.60

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

1-2-29

sq.mAll kinds of soil.81022 1-2-29-1 9.80 9.50

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

1-2-30

eachAll kinds of soil.81023 1-2-30-1 121.00 119.20

eachOrdinary rock81024 1-2-30-30-2 170.10 167.30

eachHard rock (requiring blasting)81025 1-2-30-30-3 377.50 373.90

eachHard rock (requiring blasting)81026 1-2-30-30-4 370.40 364.50

sq.mClearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 moutside the periphery of the area cleared.

81027 1-2-31 5.10 4.90

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

81028 1-2-32 2.60 2.50

Felling trees of the girth (measured at a height of 1 m above groundlevel) 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 girth81029 1-2-33-1 156.20 152.20

eachBeyond 60 cm girth upto and including 120 cm girth81030 1-2-33-2 689.10 671.30

eachBeyond 120 cm girth upto and including 240 cm girth81031 1-2-33-3 3,181.10 3,098.00



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Rate In (Rs.)



Rate

Block 16Ukhimath

eachAbove 240 cm girth81032 1-2-33-4 6,383.70 6,217.40

Supplying chemical emulsion in sealed containers including deliveryas specified.

1-2-34

litreChlorpyriphos/Lindane emulsifiable concentrate of 20%81033 1-2-34-1 328.50 328.50

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 a depth of300 mmincluding excavation channel along the wall & rodding etc. complete

1-2-35-1

metreWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.81034 1-2-35-1-1 49.60 49.30

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 the existingfloor

1-2-35-3

sq.mWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.81036 1-2-35-3-1 287.20 284.60

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 to centreand sealingthe same.

81038 1-2-35-5-1 189.80 189.40



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Rate In (Rs.)



Rate

Block 16Ukhimath

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

81039 1-2-36 26.80 26.10

cu.mSupply and Stacking of fly ash conforming to IRC-58 at Siteincluding carriage, loading, unloading & stacking up to any lead(measured stacks will be reduced by 20% for Payment)

81040 1-2-37 0.00 0.00

cu.mFilling with available fly ash and earth (excluding rock) in trenches orembankment in layers (each layer should not exceed 15 cm), withintermediate layer of compacted earth(Soil density of 98%) afterevery four layers of compacted depth of fly ash, sides & Top layer offilling shall be done with earth having total minimum compactedthickness 30 cm or as decided by Engineer-in-charge, includingcompacting each layer by rolling/ ramming and watering, allcomplete as per drawing and direction of Engineer-in-change.

81041 1-2-38 0.00 0.00

Specification:



20/06/14 7:21 of 221

Chapter Name Mortars

Rate In (Rs.)



Rate

Block 16Ukhimath

cu.mCement Mortar 1:1 (1 cement : 1 fine sand)81042 1-3-1 9,504.60 9,462.90

cu.mCement mortar 1:2 (1 cement : 2 fine sand).81043 1-3-2 6,983.20 6,953.60





cu.mCement mortar 1:2 (1 cement : 2 coarse sand).81048 1-3-7 8,249.60 8,220.00





cu.mCement mortar 1:2 (1 cement : 2 stone dust).81053 1-3-12 8,261.10 8,143.20

cu.mCement mortar 1:2 (1 cement : 2 marble dust).81054 1-3-13 8,074.90 8,007.50

cu.mCement mortar 1:5 (1 cement : 5 marble dust).81055 1-3-14 5,308.00 5,248.90

cu.mWhite cement mortar 1:2 (1 white cement : 2 marble dust).81056 1-3-15 13,981.40 13,913.90



cu.mMud mortar81059 1-3-18 544.30 537.80

cu.mMortar in lime, Surkhi (50% red and 50% light yellow) and marbledust 1:1.5:0.5

81060 1-3-19 0.00 0.00

Specification:



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Chapter Name Concrete Work

Rate In (Rs.)



Rate

Block 16Ukhimath

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 to plinthlevel :1:1:2 (1 Cement : 1 coarse sand : 2 graded stoneaggregate 20 mm nominal size)

81061 1-4-1-1 9,904.50 9,767.90

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

81062 1-4-1-2 7,897.50 7,769.50

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

81063 1-4-1-3 7,282.40 7,153.40

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

81064 1-4-1-4 6,249.00 6,180.40


81065 1-4-1-5 6,512.00 6,381.70


81066 1-4-1-6 5,222.20 5,167.40

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

81067 1-4-1-7 5,193.50 5,138.70


81068 1-4-1-8 4,744.30 4,691.60

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

81069 1-4-1-9 4,715.70 4,662.90

cu.m1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate40 mm nominal size)

81070 1-4-1-10 4,362.00 4,311.00

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

81071 1-4-1-11 4,324.30 4,273.20

cu.m1:2:3.5:9 (1 ordinary portland cement : 2 Fly ash : 3.5 coarsesand : 9 graded stone aggregate 40 mm nominalsize).

81072 1-4-1-12 4,924.40 4,861.90

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

81073 1-4-1-13 4,499.70 4,438.90

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

1-4-2



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Rate In (Rs.)



Rate

Block 16Ukhimath

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

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

81074 1-4-2-1 10,500.20 10,354.00

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

81075 1-4-2-2 8,493.20 8,355.60


81076 1-4-2-3 7,878.20 7,739.50

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

81077 1-4-2-4 6,844.70 6,766.50


81078 1-4-2-5 7,107.80 6,967.80


81079 1-4-2-6 5,818.00 5,753.50

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

81080 1-4-2-7 5,789.30 5,724.80

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

81081 1-4-2-8 4,287.90 4,231.30

Centering shuttering including struttings, propping etc. and removalof form workfor

1-4-3

sq.mFoundations, footings, bases for columns.81082 1-4-3-1 187.00 184.90

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

81083 1-4-3-2 336.80 330.70

sq.mColumns, piers, abutments, pillars, posts and struts.81084 1-4-3-3 423.00 416.30

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

1-4-4

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

81085 1-4-4-1 7,282.40 7,153.40

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

81086 1-4-4-2 6,512.00 6,381.70

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 position withcement mortar1:3 (1 Cement: 3 coarse sand), cost of required centring, shutteringand finishingsmooth with 6mm thick cement plaster 1:3 (1 Cement: 3 fine sand)

1-4-5



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Rate In (Rs.)



Rate

Block 16Ukhimath

shelves, louvers,steps, stair cases, etc. including hoisting and setting in position withcement mortar1:3 (1 Cement: 3 coarse sand), cost of required centring, shutteringand finishingsmooth with 6mm thick cement plaster 1:3 (1 Cement: 3 fine sand)

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

81087 1-4-5-2 10,484.50 10,306.20

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

81088 1-4-5-3 9,713.60 9,534.00

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

81089 1-4-5-1 0.00 0.00

Providing and fixing at or near ground level precast cement concretein 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, shuttering andfinishingsmooth with 6mm thick cement plaster 1:3 (1 cement: 3 fine sand) onexposedsurfaces complete.

1-4-6

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

81090 1-4-6-1 9,099.60 8,942.80

Providing and fixing upto floor five level precast cement concretesolid blockincluding hoisting and setting in position with cement mortar 1:3 (1cement: 3 coarsesand), cost of required centring, shuttering and finishing smooth with6mm 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 aggregate 20mmnominal size).

81091 1-4-7-1 11,978.10 11,751.80

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

81092 1-4-7-2 11,207.70 10,980.10

Providing and fixing upto floor five level precast cement concretehollow blockincluding hoisting and setting in position with cement mortar 1:3 (1cement : 3 coarsesand), cost of required centring, shuttering and finishing smooth with6mm thickcement plaster 1:3 (1 cement: 3 fine sand) on exposed surfacescomplete

1-4-8



20/06/14 7:21 of 221

Rate In (Rs.)



Rate

Block 16Ukhimath

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

81093 1-4-8-1 10,540.20 10,357.40

cu.m1:3:6 (1 Cement:3 coarse sand:6 graded stone aggregate 20mmnominal size).

81094 1-4-8-2 9,206.30 9,029.90

eachPrecasting and placing in position 125 mm dia Bollards 600 mm highof required shape including providing M.S. Pipe Sleeve 50 mmdia300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mmlong with 150x150x6mm M.S. plate welded at bottom and embedded150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) including necessaryexcavation of size 250x250x450mm deep for the same inbitumen/concrete pavement at specified spacing.

81095 1-4-9 22,741.00 22,638.90

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).

81096 1-4-10 335.40 329.10

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

81097 1-4-11 410.50 402.90

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

81098 1-4-12 36.60 36.60

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

81099 1-4-13 132.70 131.50

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

81100 1-4-14 452.10 440.30

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

81101 1-4-15 414.30 406.70

cu.mExtra for laying concrete in or under foul positions81102 1-4-16 142.40 138.70

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

81103 1-4-17 598.20 585.50

kilogramExtra 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 fibre for50 kg cement used as per directions of engineer in charge.(Rates arefor per kg of cement)

81104 1-4-18 1.10 1.10



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Rate In (Rs.)



Rate

Block 16Ukhimath

12mm, 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 fibre for50 kg cement used as per directions of engineer in charge.(Rates arefor per kg of cement)

Providing and laying in position ready mixed plain cement concrete,using fly ash and cement content as per approved design mix andmanufactured in fully automatic batching plant and transported to siteof work in transit mixer for all leads, having continuous agitatedmixer, manufactured as per mix design of specified grade for plaincement concrete work, including pumping of R.M.C. from transitmixer to site of laying and curing excluding the cost of centering,shuttering and finishing, including cost of curing, admixtures inrecommended proportions as per IS : 9103 to accelerate / retardsetting of concrete, improve workability, without impairing strengthand durability as per direction of the Engineer-in-charge.NOTE :(1) Excess/less Cement used than specified in this item is payable /recoverable separately.(2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used aspart replacement of OPC as per IS:456 Uniform blending with cementis to be ensured in accordance with clau ; es 5.2 and 5.2.1 of IS:456-2000 in the items of BMC and RMC.(3) The above item shall be used judiciously where specifed quality ofFly Ash is available for mixing in concrere. Also , the guidelinesissued by CDO, CPWD, Vide circular no. CDO/SE(RR)/Fly Ash(Main)/102 dated 9th April 2009 shall be followed in such cases.

1-4-19

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

cu.mM-15 grade plain cement concrete (Cement content cinsidered @ 240kg/cum).

81105 1-4-19-1-1 6,410.50 6,340.50

cu.mM-10 grade plain cement cincrete (cement content considered @ 220kg/cum).

81106 1-4-19-1-2 6,833.40 6,764.20

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

cu.mM-15 grade plain cement concrete. (cement content considered @ 240kg./cum)

81107 1-4-19-2-1 7,363.00 7,278.30

cu.mM-10 grade plain cement concrete. (cement content considered @ 220kg./cum).

81108 1-4-19-2-2 7,208.80 7,124.90

Providing and laying in position ready mixed plain cement concrete,with cement content as per apprved design mix and manufactured infully automatic batching plant and transported to site of work intransit mixer for all leads, having continuous agitated mixer,manufactured as per mix desigb of specified grade for plan cementconcrete work, including pumping of R.M.C. from transit mixer tosite of laying and curing, excluding the cost of centering, shutteringand finishing, including cost of curing, admixtures in recommendedproportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability with out impairing strength and durability as perdirection of the Engineer-in-charge.NOTE :(1) Excess/less cement used than specified in this item ispayable/recoverable separately.

1-4-20



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Block 16Ukhimath

and finishing, including cost of curing, admixtures in recommendedproportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability with out impairing strength and durability as perdirection of the Engineer-in-charge.NOTE :(1) Excess/less cement used than specified in this item ispayable/recoverable separately.

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

cu.mM-15 grade plain cement concrete (cement content considered @240kg/cum).

81109 1-4-20-1-1 6,889.50 6,829.10

cu.mM-10 grade plain cement concrete (cement content considered @ 220kg/cum).

81110 1-4-20-1-2 5,702.40 5,667.90

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


81111 1-4-20-2-1 7,225.80 7,150.60


81112 1-4-20-2-2 7,032.40 6,958.00

Specification:



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Chapter Name Reinforced Cement Concrete Work

Rate In (Rs.)



Rate

Block 16Ukhimath

Providing and laying in position specified grade of reinforced cementconcrete

1-5-1

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

81113 1-5-1-1 10,113.80 9,971.70

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

81114 1-5-1-2 8,106.80 7,973.30

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

81115 1-5-1-3 7,491.70 7,357.20

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

1-5-2

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

81116 1-5-2-1 10,802.80 10,645.00

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

81117 1-5-2-2 8,795.80 8,646.60

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

81118 1-5-2-3 8,180.80 8,030.60

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

81119 1-5-3 8,112.00 7,961.70

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).

81120 1-5-4 7,770.50 7,628.70

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).

81121 1-5-5 7,917.40 7,771.80

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

81122 1-5-6 8,259.20 8,106.90

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

81123 1-5-7 7,306.50 7,176.90



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Block 16Ukhimath

cost of centering, shuttering, finishing and reinforcement with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

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

81124 1-5-8 8,511.10 8,369.60

Centring and shuttering including strutting,ropping etc. and removalof form for

1-5-9

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

81125 1-5-9-1 187.00 184.90

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

81126 1-5-9-2 336.80 330.70

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

81127 1-5-9-3 372.90 366.00

sq.mShelves (Cast in situ)81128 1-5-9-4 353.70 346.80

sq.mLintels, beams, plinth beams, girders, bressumers and cantilevers.81129 1-5-9-5 311.70 306.70

sq.mColumns, Pillars, Piers, Abutments, Posts and Struts.81130 1-5-9-6 404.60 397.90

sq.mStairs, (excluding landings) except spiral-staircases.81131 1-5-9-7 436.60 430.70

sq.mSpiral staircases (including landing).81132 1-5-9-8 357.60 351.80

sq.mArches, domes, vaults up to 6 m span81133 1-5-9-9 1,115.20 1,098.40

sq.mExtra for arches, domes, vaults exceeding 6 m span81134 1-5-9-10 545.60 543.50

sq.mChimneys and shafts81135 1-5-9-11 336.80 330.70

sq.mWell steining81136 1-5-9-12 580.90 580.10

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

81137 1-5-9-13 619.60 609.60

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

81138 1-5-9-14 0.00 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.

81139 1-5-9-15 187.00 184.90

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

metreUnder 20 cm wide81140 1-5-9-16-1 130.40 129.00

sq.mAbove 20 cm wide81141 1-5-9-16-2 575.10 569.50

sq.mCornices and mouldings81142 1-5-9-17 622.30 618.20



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Block 16Ukhimath

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

81143 1-5-9-18 524.10 516.70

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

81144 1-5-9-19 548.00 541.20

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

81145 1-5-9-20 0.00 0.00

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

81146 1-5-9-21 0.00 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.81147 1-5-10-1 141.70 141.70



each20 mm dia.& 225 mm length.81150 1-5-10-4 186.60 186.60

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

1-5-11

sq.mSuspended floors, roofs, landing, beams and balconies (Plan area tobe measured).

81151 1-5-11-1 184.40 181.30

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

81152 1-5-12 10,632.00 10,449.80

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

81153 1-5-13 12,267.60 12,065.30

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

81154 1-5-14 13,776.40 13,544.60



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Block 16Ukhimath

coarse sand) cost of required centering, shuttering and finishingsmooth with 6 mm thick cement plaster 1:3 (1 cement : 3 finesand) on exposed surfaces complete but excluding the cost ofreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size).

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

81155 1-5-15 10,822.20 10,648.40

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

81156 1-5-16 13,843.70 13,644.40

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 cement plaster1:3 (1 cement : 3 fine sand) on exposed surfaces complete butexcluding the cost of reinforcement with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size).

81157 1-5-17 14,206.30 13,964.60

Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarsesand : 4 graded stone aggregate 6mm nominal size) reinforced with1.6 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 thick81158 1-5-18-1 698.30 686.90

sq.m40 mm thick81159 1-5-18-2 588.70 578.90

sq.m25 mm thick81160 1-5-18-3 571.00 561.10

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.

81161 1-5-19 10,738.50 10,552.10

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

81162 1-5-20 0.00 0.00



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Block 16Ukhimath

12.5mm nominal size) including centering and shuttering butexcluding cost of expanded metal and hangers.

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

81163 1-5-21 371.70 371.20

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

1-5-22

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

81164 1-5-22-1 64.00 63.70

kilogramReinforcement for R.C.C. Work Using Hard Drawn Steel Wire81165 1-5-22-2 74.60 74.30

kilogramReinforcement for R.C.C. Work Using Cold Twisted Bars81166 1-5-22-3 72.00 71.70

kilogramReinforcement for R.C.C. Work Using Hot Rolled Deformed Bars81167 1-5-22-4 72.00 71.70

kilogramReinforcement for R.C.C. Work Using Hard Drawn Steel Wire Fabric81168 1-5-22-5 69.20 69.00

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

81169 1-5-22-6 72.00 71.70

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

1-5-22-A

kilogramMild steel and Medium Tensile steel bars.81170 1-5-22-A-1 69.00 68.70

kilogramHard drawn steel wire.81171 1-5-22-A-2 73.20 73.00

kilogramCold twisted bars.81172 1-5-22-A-3 0.00 0.00

kilogramHot rolled deformed bars.81173 1-5-22-A-4 0.00 0.00

kilogramHard drawn steel wires fabric.81174 1-5-22-A-5 67.60 67.50

kilogramThermo-Mechanically Treated bars.81175 1-5-22-A-6 0.00 0.00

sq.mSmooth finishing of the exposed surface with 6mm thick cementmortar 1:3 (1 Cement : 3 fine sand)

81176 1-5-23 130.50 128.30

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

81177 1-5-24 94.90 94.10

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

81178 1-5-25 330.60 330.30



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Block 16Ukhimath

metreProviding and filling in position, blown bitumen in expansion joints.81179 1-5-26 545.20 539.00

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.

81180 1-5-27 228.20 225.80

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

81181 1-5-28 430.90 430.40

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

81182 1-5-29-1-1 116.10 114.60

metre200mm wide.81183 1-5-29-1-2 156.00 154.00

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

metre150 mm wide.81184 1-5-29-2-1 333.10 331.50

metre200 mm wide81185 1-5-29-2-2 465.00 462.90

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

81186 1-5-30 30.00 29.30

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

81187 1-5-31 414.30 406.70

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

81188 1-5-32 142.40 138.70

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

81189 1-5-33 9,073.60 8,939.80

Add or deduct for providing richer or leaner mixes respectively at allfloor levels.

1-5-34

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

81190 1-5-34-1 97.80 97.40



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Block 16Ukhimath

concreteinstead of M-25 grade B.M.C./Rmc.

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

81191 1-5-34-2 173.00 172.30

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

81192 1-5-34-3 0.00 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.

81193 1-5-35 955.70 951.60

cu.mProviding and placing in position precast reinforced cementconcrete waffle units square or rectangular as per design and shapefor floors and roofs in 1:1.5:3 (1Cement : 1.5 coarse sand : 3 gradedstone aggregate 10mm nominal size) including flush or deep ruledpointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand),making necessary holes of required sizes for carrying throughservice lines etc., providing steel hooks for lifting etc, form work inprecasting, handling, hoisting, centering and erection complete forall floor levels but excluding the cost of reinforcement.

81194 1-5-36 18,359.40 18,070.90

cu.mProviding and laying in position ready mixed concretemanufactured in fully automatic batching plant and transported to siteof work in transit mixer for a lead up to 10kms having continuousagitated mixer ,manufactured as per mix design of specified gradefor reinforced cement concrete work including pumping of R.M.C.from transit mixer to site of laying , excluding the cost of centering,shuttering finishing and reinforcement including cost of admixturesin recommended proportions as per IS : 9103 to accelerate/ retardsetting of concrete, improveworkability without impairing strength and durability as perdirection of the Engineer - in - charge. M-25 grade Reinforcedcement concrete by using 410kg of cement per cum of concrete. Allworks up to floor V level.

81195 1-5-37 9,528.20 9,396.40

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

81196 1-5-38 226.60 226.60

cu.mExtra for carriage of R.M.C. beyond the initial lead of 10km.81197 1-5-39 53.40 53.40

Providing and laying in position ready mixed M-25 grade concrete forreinforced cement concrete work, using fly ash and cement content asoer approved design mix and manufactured in fully automaticbatching plant and transported to site of work in transit mixer for allleads, having continuous agitated mixer, manufactured as per mixdesign of specified grade for reinforced cement concrete work,including pumping of R.M.C. from transit mixer to site of laying,excluding the cost of admixtures in recommended proportions as perIS : 9103 to accelerate/ retard setting of concrete, improve workabilitywithout impaining strength and durability as per direction of theEngineer-in-charge.NOTE :- (1) Cement content considered in this item is @ 330kg./cum. Excess/less cement used as per design mix ispayable/recoverable separately.(2) Fly ash conforming to grade I of IS 456. Uniform blending withcement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS :456-2000 in the items of BMC amd RMC(3) The above item shall be used judiciously where specified qualityof Fly Ash is available for mixing concrete. Also the guidelinesissued by CDO,CPWD, vide circular no. CDO/SE(RR)/Fly Ash(Main)/102 dated 9th April 2009 shall be followed in Such cases.

1-5-40



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Rate In (Rs.)



Rate

Block 16Ukhimath

without impaining strength and durability as per direction of theEngineer-in-charge.NOTE :- (1) Cement content considered in this item is @ 330kg./cum. Excess/less cement used as per design mix ispayable/recoverable separately.(2) Fly ash conforming to grade I of IS 456. Uniform blending withcement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS :456-2000 in the items of BMC amd RMC(3) The above item shall be used judiciously where specified qualityof Fly Ash is available for mixing concrete. Also the guidelinesissued by CDO,CPWD, vide circular no. CDO/SE(RR)/Fly Ash(Main)/102 dated 9th April 2009 shall be followed in Such cases.

cu.mAll Works up to Plinth level.81198 1-5-40-1 7,712.30 7,638.60

cu.mAll Works above plinth & up to floor V level.81199 1-5-40-2 8,496.70 8,408.30

Supplying and applying pre tested and approved water based concretecuring compound to concrete/ masnory surface, all as permanufacturer's specification and direction of Engineer-in-charge.

1-5-41

kilogramNon pigmented wet curing compound.81200 1-5-41-1 0.00 0.00

kilogramPigmented wet curing compound.81201 1-5-41-2 0.00 0.00

Providing and fixing tapered/ parallel threaded couplers conformingto IS Code on "Reinforcement Couplers for Mechanical Splices ofBars for Concrete Reinforcement-Specification", to reinforcementbars including threading,enlargment at connection by forging,protecting the prepared reinforcement bars and related operations asrequired to complete the works per direction of Engineer-in-charge.(The length of the bars in which coupler is to be provided should notless than 4 meter, no deduction for labour and binding wire saved fornot providing lap length shall be made).

1-5-42

eachCoupler for 16 mm diameter reinforcement bar.81202 1-5-42-1 0.00 0.00





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

1-5-43

kilogram200 mm wide.81207 1-5-43-1 0.00 0.00

kilogram300 mm wide.81208 1-5-43-2 0.00 0.00

Specification:



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Chapter Name Brick Work

Rate In (Rs.)



Rate

Block 16Ukhimath

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)81209 1-6-1-1 7,285.40 7,197.50


Brick work with modular bricks of class designation 75 in foundationand plinth in

1-6-2


cu.mCement Mortar 1:6 (1 cement : 6 coarse sand).81212 1-6-2-2 6,188.30 6,105.80

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

1-6-3

cu.mWith F.P.S. bricks.81213 1-6-3-1 7,997.70 7,895.40

cu.mWith Modular bricks.81214 1-6-3-2 7,668.30 7,570.20

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)81215 1-6-4-1 7,997.80 7,893.10


cu.mExtra for brick work in superstructure above floor V level for eachfour floors or part thereof by mechanical means by lifting materialusing mobile crane.

81217 1-6-5 378.00 378.00

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

81218 1-6-6 105.40 103.60

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.

81219 1-6-7 263.20 259.90

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.

81220 1-6-8 656.40 647.60

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

81221 1-6-9 10,683.20 10,542.70



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Rate

Block 16Ukhimath

sand).

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

81222 1-6-10 12,436.70 12,256.70

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

81223 1-6-11 549.90 547.70

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)81224 1-6-12-1 893.60 882.80

sq.mcement mortar 1:4 (1 cement : 4 coarse sand)81225 1-6-12-2 858.80 848.20

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)81226 1-6-13-1 962.40 949.80

sq.mCement mortar 1:4 (1 cement :4 coarse sand)81227 1-6-13-2 927.60 915.20

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

81228 1-6-14 33.50 33.50

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).

81229 1-6-15 77.20 77.20

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)81230 1-6-16-1 11,848.50 11,711.30

cu.mCement mortar 1:6 (1 cement : 6 coarse sand).81231 1-6-16-2 11,348.80 11,213.80

cu.mTile brick masonry with machine moulded tile bricks of classdesignation 125 conforming to IS : 2690 (Part I) - 1993 infoundation and plinth in cement mortar 1:6 (1 cement : 6 coarsesand).

81232 1-6-17 9,731.20 9,596.20

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

81233 1-6-18 12,049.50 11,897.90

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

81234 1-6-19 452.10 440.30

cu.mTile brick masonry with tile bricks of class designation 100 inplain arch work in superstructure in cement mortar 1:4 (1 cement : 4coarse sand) including centering and shuttering complete.

81235 1-6-20 14,785.90 14,595.00



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Rate

Block 16Ukhimath

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

cu.mTile brick masonry with tile bricks of class designation 100 in gaugedarch work in superstructure in cement mortar 1:4 (1cement : 4 coarsesand) including centering and shuttering complete.

81236 1-6-21 16,352.00 16,122.10

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

81237 1-6-22 680.20 670.70

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).

81238 1-6-23 593.00 585.80

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

81239 1-6-24 414.30 406.70

cu.mExtra for laying brick work in or under foul position81240 1-6-25 142.40 138.70

cu.mBrick work with machine moudled F.P.S. bricks of class designation125 in exposed brick work including making horizontal and verticalgrooves 10mm wide 12mm deep complete from ground level up toplinth level in cement mortar 1:6 (1 cement : 6 coarse sand).

81241 1-6-29 7,390.50 7,303.50

cu.mBrick work with machine moudled perforated F.P.S. bricks of classdesignation 125 conforming IS : 2222-1991 in exposed brick workincluding making horizontal and vertical grooves10mm wide 12 mmdeep complete from ground level up to plinth level in cement mortar1:6 (1 cement : 6 coarse sand).

81242 1-6-30 1,881.40 1,857.30

cu.mBrick work with machine moulded perforated modular bricks ofclass designation 125 conforming to IS : 2222 -1991 in exposedbrick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinthlevel in cement mortar 1:6 (1 cement : 6 coarse sand).

81243 1-6-31 7,038.80 6,957.10

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

81244 1-6-32-1 3,678.70 3,643.10

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

81245 1-6-32-2 3,368.10 3,333.80

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

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

81246 1-6-33 452.10 440.30



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Block 16Ukhimath

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

1-6-34


cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)81248 1-6-34-2 6,751.20 6,658.00

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

1-6-35


cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)81250 1-6-35-2 4,984.00 4,950.20

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)81251 1-6-36-1 5,005.00 4,981.40

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

81252 1-6-37 8,336.00 8,263.20

cu.mProviding and laying autoclaved aerated cement blocks masonry

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

81253 1-6-38 6,537.60 6,458.00

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

81254 1-6-39 452.10 440.30

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

81255 1-6-40 785.00 783.50

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

81256 1-6-41 52.10 50.80

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



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Rate

Block 16Ukhimath

level in.

cu.mCement mortar 1:4 (1 cement :4 coarse sand).81257 1-6-42-1 4,954.40 4,926.30

cu.mCement mortar 1:6 (1 cement :6 coarse sand).81258 1-6-42-2 4,645.00 4,618.20

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

81259 1-6-43 452.10 440.30

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

81260 1-6-44 57.70 56.90

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

1-6-45

sq.mCement mortar 1:3 (1 cement : 3 Coarse Sand)81261 1-6-45-1 879.10 866.70

sq.mCement mortar 1:4 (1 cement : 4 Coarse Sand)81262 1-6-45-2 849.10 836.90

Half brick masnory wirh non modular mechanised auto claved fly ashsand lime bricks class designation 10, conforming to IS : 12894, insuper structure above plinth and up to floor V level.

1-6-46

sq.mCement mortar 1:3 (1 Cement : 3 coarse Sand)81263 1-6-46-1 654.00 648.50

sq.mCement mortar 1:4 (1 Cement : 4 coarse Sand)81264 1-6-46-2 624.00 618.70

Brick work with common burnt clay selected F.P.S. (non modular)bricks of class designation 7.5 in exposed brick work includingmaking horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand)

1-6-26

cu.mFrom ground level upto plinth level.81265 1-6-26-1 6,883.10 6,795.50

cu.mAbove plinth level upto floor V level.81266 1-6-26-2 7,498.20 7,394.50

Brick work with common burnt clay modular bricks of classdesignation 75 in exposed brick work including making horizontaland vertical grooves 10 mm wide 12 mm deep complete in cementmortar 1:6 (1 cement : 6 coarse sand).

1-6-27

cu.mFrom ground level upto plinth level.81267 1-6-27-1 0.00 0.00

cu.mAbove plinth level upto floor V level.81268 1-6-27-2 0.00 0.00

Brick work with common burnt clay machine modular bricks of classdesignation 12.5 in exposed brick work including making horizontaland vertical grooves 10 mm wide 12 mm deep complete in cementmortar 1:6 (1 cement : 6 coarse sand ).

1-6-28

cu.mFrom ground level upto plinth level.81269 1-6-28-1 0.00 0.00

cu.mAbove plinth level upto floor V level.81270 1-6-28-2 0.00 0.00



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Specification:


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Chapter Name Stone Work

Rate In (Rs.)



Rate

Block 16Ukhimath

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

1-7-1


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

81272 1-7-3 602.90 587.00

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

cu.mSquare or rectangular pillars81273 1-7-4-1 392.20 381.90

cu.mCircular pillars.81274 1-7-4-2 979.10 956.30

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

81275 1-7-5 343.30 335.30

Coursed rubble masonry (first sort) with hard stone in foundation andplinth with

1-7-6


Coursed rubble masonry (second sort) with hard stone in foundation& 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)

81277 1-7-7-1 3,282.00 3,236.50

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

81278 1-7-9 602.90 587.00

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

1-7-10

cu.mSquare or rectangular pillars81279 1-7-10-1 440.40 428.90

cu.mCircular pillars.81280 1-7-10-2 1,124.70 1,098.40

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

81281 1-7-11 379.30 370.50

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

1-7-12



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Rate

Block 16Ukhimath

stone shade

One face dressed.1-7-12-1

cu.mRed sand stone81282 1-7-12-1-1 28,823.20 28,451.20

cu.mWhite sand stone81283 1-7-12-1-2 29,575.20 29,203.20

Both face dressed.1-7-12-2

cu.mRed sand stone.81284 1-7-12-2-1 37,188.30 36,596.50

cu.mWhite sand stone81285 1-7-12-2-2 37,970.20 37,378.40

Stone work ashlar punched (ordinary) in superstructure upto floor fivelevel in cement mortar 1:6 (1 white cement: 6 coarse sand) includingpointing with cement mortar 1:2 (1 white cement: 2 stone dust) withan admixture of pigment matching the stone shade.

1-7-15

One face dressed1-7-15-1

cu.mRed sand stone.81286 1-7-15-1-1 1,36,317.70 1,35,990.20

cu.mWhite sand stone.81287 1-7-15-1-2 1,44,049.10 1,43,721.60

Both faced punched1-7-15-2

cu.mRed sand stone.81288 1-7-15-2-1 1,43,052.60 1,42,548.10

cu.mWhite sand stone.81289 1-7-15-2-2 1,50,784.00 1,50,279.50

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

81290 1-7-16 602.90 587.00

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

cu.mSquare or rectangular pillars.81291 1-7-17-1 1,788.90 1,788.90

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

81292 1-7-18 1,244.40 1,244.40

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

81293 1-7-19 549.90 547.70

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

1-7-20

cu.mRed sand stone81294 1-7-20-1 41,309.00 40,651.20

cu.mWhite sand stone81295 1-7-20-2 42,090.80 41,433.10

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



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Block 16Ukhimath

cu.mTriangular or Square or rectangular pillars81296 1-7-21-1 2,333.30 2,333.30

cu.mCircular or polygonal pillars81297 1-7-21-2 6,611.10 6,611.10

metreExtra for stone work sunk or moulded in cornices.81298 1-7-22 21.90 21.30

Stone work (machine cut edges) for wall lining etc. (veneer work)backing filledwith a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarsesand) includingpointing in white cement mortar 1:2 (1 white cement : 2 stone dust)with an admixtureof pigment matching the stone shade : (To be secured to the backingby 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.81299 1-7-23-1-1 2,581.30 2,542.60

sq.m60 mm thick.81300 1-7-23-1-2 2,557.50 2,516.10

sq.m50 mm thick.81301 1-7-23-1-3 2,432.70 2,391.30

sq.m40 mm thick.81302 1-7-23-1-4 2,307.20 2,265.80

sq.m30 mm thick.81303 1-7-23-1-5 2,171.20 2,130.30

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

1-7-23-2

sq.m70 mm thick81304 1-7-23-2-1 3,573.90 3,509.30

sq.m60 mm thick81305 1-7-23-2-2 3,416.70 3,352.00

sq.m50 mm thick81306 1-7-23-2-3 3,325.00 3,260.40

sq.m40 mm thick81307 1-7-23-2-4 3,199.10 3,134.50

sq.m30 mm thick81308 1-7-23-2-5 3,074.40 3,009.80

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

sq.m70 mm thick81309 1-7-23-3-1 2,724.50 2,683.50

sq.m60 mm thick.81310 1-7-23-3-2 2,461.60 2,420.60

sq.m50 mm thick.81311 1-7-23-3-3 2,460.00 2,419.00

sq.m40 mm thick.81312 1-7-23-3-4 2,326.90 2,286.00

sq.m30 mm thick.81313 1-7-23-3-5 2,194.70 2,153.80

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

1-7-23-4

sq.m70 mm thick.81314 1-7-23-4-1 3,628.70 3,564.10



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Block 16Ukhimath

sq.m60 mm thick.81315 1-7-23-4-2 3,484.40 3,419.80

sq.m50 mm thick.81316 1-7-23-4-3 3,364.20 3,299.60

sq.m40 mm thick.81317 1-7-23-4-4 3,268.50 3,203.90

sq.m30 mm thick.81318 1-7-23-4-5 3,098.90 3,034.30

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

81319 1-7-24 1,788.90 1,788.90

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

81320 1-7-25 728.80 728.50

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.

81321 1-7-26 38.30 38.20

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.

81322 1-7-27 27.90 27.90

Providing and fixing sloping chajja of stone 40 mm thick and upto 80cm widebeyond the wall as measured along the slope in cement mortar 1:4 (1cement : 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 pointing incement 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 Bricks81323 1-7-28-1-1 1,257.30 1,239.60

White sand stone1-7-28-2

sq.mWith F.P.S. bricks81324 1-7-28-2-1 1,300.80 1,283.00

Providing and fixing horizontal chajja of stone 40 mm thick and upto80 cmprojection in cement mortar 1:4 (1 cement: 4 coarse sand) includingpointing 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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Block 16Ukhimath

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

sq.mRed sand stone81325 1-7-29-1 755.80 744.50

sq.mWhite sand stone81326 1-7-29-2 789.70 778.50

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.

81327 1-7-30 846.60 832.30

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

81328 1-7-31 3,039.90 2,987.10

Stone work, plain in copings, cornices, string courses and plinthcourses, upto 75mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) includingpointing withwhite cement mortar 1:2 (1 white cement : 2 stone dust) with anadmixture of pigmentmatching the stone shade.

1-7-32

cu.mRed sand stone81329 1-7-32-1 26,379.80 25,974.70

cu.mWhite sand stone81330 1-7-32-2 26,887.40 26,482.30

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

1-7-33

sq.mRed sand stone81331 1-7-33-1 9,713.80 9,468.10

sq.mWhite sand stone81332 1-7-33-2 9,748.60 9,502.90

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.

81333 1-7-34 414.30 406.70

cu.mExtra for laying stone work in or under foul position.81334 1-7-35 142.40 138.70

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

81335 1-7-36 1,491.20 1,471.80



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Block 16Ukhimath

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 height etc.(Veneerwork) backing filled with a grout of 12mm thick cement mortar 1:3 (1Cement : 3coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stonedust) 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 thick81336 1-7-37-1-1 1,727.70 1,692.00

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

1-7-38

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

sq.mGranite stone of any colour and shade.81337 1-7-38-1-1 1,810.20 1,792.50

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

81338 1-7-38-1-2 1,510.80 1,492.20

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.

81339 1-7-39 132.30 131.50

Providing and fixing dry cladding upto 10 metre heights with 30mmthick 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, pins etc.and sealingthe joints with approved weather sealant as per Architectural drawinganddirection of Engineer-in-charge. (The steel frame work, stainless steelcramps andpins etc. shall be paid for separately.)

1-7-40

sq.mRed sand stone.81340 1-7-40-1 2,346.40 2,321.00

sq.mWhite sand stone81341 1-7-40-2 2,380.50 2,355.00

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

81342 1-7-41 130.60 129.40



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Rate

Block 16Ukhimath

stone) 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.)

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.

81343 1-7-42 206.00 203.60

Random rubble masonry with hard stone in superstructure aboveplinth level and upto floor five level, including leveling up withcement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stoneaggregate 20mm nominal size) at window sills, ceiling level and thelike.

1-7-2

cu.mCement mortar 1:6 (1 cement : 6 coarse sand).81344 1-7-2-1 0.00 0.00

Extra for coursed rubble masonry with hard stone (first orsecond sort) in superstructure above plinth level and upto floorfive level.

1-7-8

cu.mMasonry work (first sort), in cement mortar 1:6 ( 1 cement : 6 coarsesand)

81345 1-7-8-1 0.00 0.00

cu.mMasonry work (Second sort), in cement mortar 1:6 ( 1 cement : 6coarse sand)

81346 1-7-8-2 0.00 0.00

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

1-7-13



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Block 16Ukhimath

stone shade.


cu.mRed sand stone81347 1-7-13-1-1 1,37,347.60 1,36,997.00

cu.mWhite sand stone81348 1-7-13-1-2 1,45,079.00 1,44,728.40

Both face dressed1-7-13-2



Stone work plain ashiar in domas super structure upto floor V level incement mortar 1:3 (1 cement : 3 coarse sand) including centring,shuttering and pointing with white cement mortar 1:2 (1 whitecement : 2 stone dust) with an admixture of pigment matching thestone shade.

1-7-14



cu.mWhite Sand stone81352 1-7-14-1-2 1,60,073.50 1,59,329.00

Both face dressed1-7-14-2



Specification:



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Chapter Name Marble Work

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Block 16Ukhimath

Marble work gang saw cut (polished and machine cut) of thickness18mm for walllining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand)includingpointing with white cement mortar 1:2 (1 white cement : 2 marbledust) with anadmixture of pigment to match the marble shade: (To be secured tothe 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 sqm81355 1-8-1-1-1 2,624.80 2,584.40

sq.mArea of slab over 0.50 sqm81356 1-8-1-1-2 2,755.90 2,715.40

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, colour andtexture laidover 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand)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 sqm81357 1-8-2-1-1 2,391.30 2,357.90

sq.mArea of slab over 0.50 sqm.81358 1-8-2-1-2 2,514.50 2,481.10

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

sq.mArea of slab upto 0.50 sqm.81359 1-8-2-2-1 4,300.50 4,267.20

sq.mArea of slab over 0.50 sqm.81360 1-8-2-2-2 4,063.60 4,030.80

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

1-8-3

metreMarble work81361 1-8-3-1 129.30 127.70



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metreGranite work.81362 1-8-3-2 217.90 215.10

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

81363 1-8-4 36.10 35.40

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.

81364 1-8-5 373.50 364.50

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

81365 1-8-6 187.00 183.80

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

kilogramGunmetal cramps.81366 1-8-7-1 690.90 690.60

kilogramStainless steel cramps.81367 1-8-7-2 716.70 716.40

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.81368 1-8-8-1-1 26.80 26.60



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/sqm includingpointing inwhite cement complete.

1-8-9

8 mm thick.1-8-9-1

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

81371 1-8-9-1-1 1,609.90 1,586.00



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sq.mGranite of any colour and shade.81372 1-8-9-1-2 2,007.00 1,984.00

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 partitions bycutting a chase ofappropriate width with chase cutter and embedding the stone in thechase withepoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand :4 gradedstone aggregate 6 mm nominal size) as per direction ofEngineer-in-charge andfinished smooth.

1-8-10

sq.mWhite Agaria Marble Stone.81373 1-8-10-1 3,058.90 3,056.50

sq.mGranite Stone of approved shade.81374 1-8-10-2 3,787.10 3,787.10

Specification:



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Chapter Name Wood and PVC Work

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Block 16Ukhimath

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

1-9-1

cu.mSecond class teak wood81375 1-9-1-1 1,34,605.60 1,34,252.90

cu.mSal wood81376 1-9-1-2 92,503.80 92,151.10

cu.mKiln seasoned and chemically treated Sheesham wood.81377 1-9-1-3 1,17,959.00 1,17,662.10

cu.mChir Wood81378 1-9-1-4 50,525.90 50,173.20

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

81379 1-9-2 97,484.80 97,225.70

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

1-9-3

cu.mSal wood81380 1-9-3-1 85,715.20 85,522.90

cu.mKiln seasoned and chemically treated Sheesham wood.81381 1-9-3-2 1,10,473.40 1,10,336.00

Extra for additional labour for circular works, such as in frames of fanlight

1-9-4

cu.mSecond class teak wood81382 1-9-4-1 13,460.60 13,425.30

cu.mSal wood81383 1-9-4-2 9,777.90 9,728.80

cu.mKiln seasoned and chemically treated Sheesham wood.81384 1-9-4-3 11,836.30 11,805.50

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 shutters81385 1-9-5-1-1 3,504.40 3,488.40


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




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Block 16Ukhimath


Kiln seasones selected planks of sheesham wood.1-9-5-3

sq.m35 mm thick shutters81389 1-9-5-3-1 0.00 0.00

sq.m30 mm thick shutters81390 1-9-5-3-2 0.00 0.00

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 per directions ofEngineer-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 :

81391 1-9-6-1 2,384.10 2,379.00

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

81392 1-9-6-2 2,384.50 2,379.40

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:

81393 1-9-6-3 2,384.10 2,379.00

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

1-9-7

sq.mSecond class teak wood81394 1-9-7-1 2,823.30 2,809.90

sq.mKiln seasoned and chemically treated Sheesham wood81395 1-9-7-2 2,965.50 2,952.90

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.

81396 1-9-7-3-1 1,934.30 1,921.90



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Block 16Ukhimath

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

81397 1-9-7-3-2 1,668.20 1,655.80

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

81398 1-9-7-4-1 1,780.20 1,767.80

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.

81399 1-9-7-5-1 946.80 934.40

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

81400 1-9-7-5-2 1,191.90 1,179.50

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

81401 1-9-7-5-3 1,528.10 1,515.70

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

81402 1-9-7-5-4 1,584.10 1,571.70

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

sq.m12 mm thick81403 1-9-7-6-1 1,391.00 1,378.50

Float glass panes1-9-7-7

sq.m4 mm thick glass panes81404 1-9-7-7-1 1,152.70 1,136.90

sq.m5.5 mm thick glass panes81405 1-9-7-7-2 1,438.80 1,423.30

sq.mFly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wireand 1.4 mm wide aperture with matching wood beading

81406 1-9-7-8 0.00 0.00

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

1-9-8

sq.m12 mm thick81407 1-9-8-1 1,402.00 1,389.60

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



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Block 16Ukhimath

marked MS butthinges with necessary screws.

Second class teak wood1-9-9-1

sq.m35 mm thick81408 1-9-9-1-1 4,208.70 4,191.60

sq.m30 mm thick81409 1-9-9-1-2 3,759.10 3,742.20

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

sq.m35 mm thick81410 1-9-9-2-1 4,285.60 4,270.00

sq.m30 mm thick81411 1-9-9-2-2 3,853.20 3,837.50

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

sq.m35 mm thick81412 1-9-9-3-1 0.00 0.00

sq.m30 mm thick81413 1-9-9-3-2 0.00 0.00

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

1-9-10

sq.m30 mm thick shutters81414 1-9-10-1 2,184.60 2,179.60

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

81415 1-9-11 256.90 256.90

sq.mExtra for providing frosted glass panes 4 mm thick instead ofordinaryfloat glass panes 4 mm thick in doors, windows and clerestorywindowshutters. (Area of opening for glass panes excluding portion insiderebateshall be measured).

81416 1-9-12 -65.70 -65.70

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

81417 1-9-13 106.80 106.80



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sq.mExtra for providing ISI marked Stainless Steel butt hinges instead ofblackenamelled M.S. butt hinges with necessary screws. (Shutter areato bemeasured).

81418 1-9-14 103.70 103.70

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

1-9-15

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

sq.mFor 2nd class teak wood and other inferior class of wood shutters.81419 1-9-15-1-1 148.80 148.80

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.

81420 1-9-15-2-1 45.10 45.10

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

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

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

81421 1-9-16-1-1 3,425.20 3,404.40

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

81422 1-9-16-1-2 0.00 0.00

Glazed shutters1-9-16-2

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

81423 1-9-16-2-1 3,339.90 3,323.10

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

81424 1-9-16-2-2 0.00 0.00

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

1-9-17

sq.m12 mm thick81425 1-9-17-1 523.80 520.90

sq.m18 mm thick81426 1-9-17-2 642.60 639.70

Providing and fixing prelaminated flat pressed 3 layer (mediumdensity) particleboard or graded wood particle board IS: 3087 marked with one sidedecorative 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



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Block 16Ukhimath

shelves with screws and fittings wherever required, edges to bepainted withpolyurethene primer (fittings to be paid separately).

sq.m18mm thick81427 1-9-18-1 1,204.30 1,201.00

sq.m25 mm thick81428 1-9-18-18-2 1,305.90 1,302.50

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 wood81429 1-9-19-1-1 3,256.20 3,236.10


sq.mSecond class teak wood81430 1-9-19-2-1 3,365.70 3,349.00

Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I)decorative type, core of block board construction with frame of 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.

81431 1-9-20-1 2,331.60 2,326.10


81432 1-9-20-2 2,155.60 2,150.10

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

81433 1-9-20-3 1,953.80 1,948.30

Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I)non-decorative type, core of block board construction with frame of1st class hardwood and well matched commercial 3 ply veneering with verticalgrains or crossbands and face veneers on both faces of shutters

1-9-21


81434 1-9-21-1 1,713.30 1,707.80


81435 1-9-21-2 1,537.30 1,531.80

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

81436 1-9-21-3 1,394.10 1,388.60

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



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Block 16Ukhimath


81437 1-9-22-1 398.90 398.90

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

81438 1-9-23 351.90 351.90

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

1-9-24

sq.mRectangular or square.81439 1-9-24-1 134.90 134.90

sq.mCircular81440 1-9-24-2 211.20 211.20

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.81441 1-9-25-1 363.70 363.70

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

81442 1-9-26 99.70 99.70

Providing and fixing wire gauge shutters using galvanised M.S. wiregauge of average width of aperture 1.4 mm in both directions withwire of dia. 0.63 mm for doors, windows and clerestory windowswith hinges and necessary screws :

1-9-27

35 mm thick shutters.1-9-27-1

With ISI marked M.S. pressed butt hinges bright finished of requiredsize.

1-9-27-1-1

sq.mSecond class teak wood.81443 1-9-27-1-1-1 25,350.90 25,322.80

sq.mKiln seasoned and chemically treated hollock wood.81444 1-9-27-1-1-2 11,390.10 11,358.10

sq.mKiln seasoned selected class of sheesham wood.81445 1-9-27-1-1-3 0.00 0.00

With ISI marked stainless steel butt hingers of required size.1-9-27-1-2

sq.mSecond class teak wood.81446 1-9-27-1-2-1 0.00 0.00

sq.mKiln seasoned and chemically treated hollock wood.81447 1-9-27-1-2-2 0.00 0.00


30 mm thick shutters.1-9-27-2

With ISI marked M.S. pressed butt hinges bright finished of requiredsize.

1-9-27-2-1





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With ISI marked stainless steel butt hinges of required size.1-9-27-2-2




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

1-9-30



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 dia 0.63mmas 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



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Block 16Ukhimath

or/ and black enamelled M.S. butt hinges with necessary screws asper directionsof Engineer-in-charge



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

81463 1-9-32 26.80 26.50

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 long81464 1-9-33-1 15.90 15.90

Nos.32 mm long81465 1-9-33-2 18.10 18.10

Nos.40 mm long81466 1-9-33-3 21.60 21.60

Nos.50 mm long81467 1-9-33-4 22.80 22.80

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

1-9-34

sq.m40 mm thick81468 1-9-34-1 6,500.70 6,489.40

sq.m25 mm thick.81469 1-9-34-2 4,198.20 4,188.60

sq.m20 mm thick81470 1-9-34-3 3,333.30 3,325.10

sq.m12 mm thick81471 1-9-34-4 2,131.10 2,123.90

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

1-9-35

sq.m12 mm thick81472 1-9-35-1 1,176.20 1,172.70

sq.m18 mm thick81473 1-9-35-2 1,315.40 1,311.90

sq.m25 mm thick81474 1-9-35-3 1,170.20 1,167.70

Providing and fixing specified wood frame work consisting of battens50x25mmfixed with rawl plug and drilling necessary holes for rawl plug etc.including primingcoat complete.

1-9-36



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Block 16Ukhimath

fixed with rawl plug and drilling necessary holes for rawl plug etc.including primingcoat complete.

cu.mSheesham wood.81475 1-9-36-1 1,80,860.40 1,80,258.60

cu.mChir Wood81476 1-9-36-2 86,042.40 85,437.70

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

81477 1-9-38 985.90 973.50

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 necessary fixingarrangementsand screws including drilling necessary holes for rawl plugs etc. andpriming coaton unexposed surface complete :

1-9-39

sq.m18 mm thick81478 1-9-39-1 1,506.40 1,502.80

sq.m25 mm thick81479 1-9-39-2 1,602.90 1,599.30

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

1-9-40

2nd class teak wood1-9-40-1

metre50x12 mm81480 1-9-40-1-1 145.80 144.20

metre50x20 mm81481 1-9-40-1-2 199.80 198.10

Sheesham wood1-9-40-2

metre50x12 mm81482 1-9-40-2-1 147.70 146.10

metre50x20 mm81483 1-9-40-2-2 202.90 201.30

rmProviding and fixing 18 mm thick, 150 mm wide pelmet of flatpressed 3 layer orgraded wood particle board medium density grade I, IS : 3087 markedincludingtop cover of 6 mm commercial ply wood conforming to IS: 303 BWRgrade, 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

81484 1-9-42 350.90 348.10



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(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 coir veneerboard, 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

81485 1-9-43 470.10 467.30

Extra for using veneered particle board conforming to IS 3097 GradeI

1-9-44

sq.mNon decorative veneer on both sides.81486 1-9-44-1 31.90 31.90

sq.mParticle board with decorative veneering on both sides.81487 1-9-44-2 48.80 48.80

metreProviding and fixing teak wood lipping of size 25x3 mm in pelmet.81488 1-9-45 46.70 46.20

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

metre12 mm dia.81489 1-9-46-1 225.50 225.20

metre20 mm dia.81490 1-9-46-2 256.00 255.70

metre25 mm dia.81491 1-9-46-3 390.90 390.60

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

metre20 mm dia (heavy type)81492 1-9-47-1 114.60 114.50

metre25 mm dia (heavy type)81493 1-9-47-2 131.20 131.10

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

kilogramMS grills fixed to steel windows by welding.81494 1-9-48-1 114.00 112.80

kilogramMS grills fixed to openings /wooden frames with rawl plugs screwsetc.

81495 1-9-48-2 121.80 120.60

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

81496 1-9-49 1,034.40 1,029.90

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

81497 1-9-50 1,173.20 1,168.70

Providing and fixing fly proof galvanised M.S. wire gauge towindows and clerestory

1-9-51

sq.mWith 2nd class teak wood beading 62X19 mm.81498 1-9-51-1 986.50 982.00



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sq.mWith 12 mm mild steel U beading.81499 1-9-51-2 570.60 566.30

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.

81500 1-9-52 922.10 922.10

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

81501 1-9-53 133.60 131.80

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

cu.mSal wood.81502 1-9-54-1 83.80 83.70

cu.mSheesham wood.81503 1-9-54-2 132.10 132.00

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

1-9-55

Hinges125x65x2.12 mm81504 1-9-55-1 31.60 31.40

Hinges100x58x1.90 mm81505 1-9-55-2 24.80 24.60

Hinges75x47x1.70 mm81506 1-9-55-3 20.40 20.20

Hinges50x37x1.50 mm81507 1-9-55-4 10.90 10.80

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

Hinges125x90x4.00 mm81508 1-9-56-1 55.10 54.80

Hinges100x75x3.50 mm81509 1-9-56-2 35.40 35.10

Hinges75x60x3.10 mm81510 1-9-56-3 24.00 23.70

Hinges50x40x2.50 mm81511 1-9-56-4 14.40 14.30

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

1-9-57

Nos.125x65x2.12 mm81512 1-9-57-1 19.40 19.10

Nos.100x58x1.90 mm81513 1-9-57-2 30.70 30.40

Nos.75x47x1.70 mm81514 1-9-57-3 26.60 26.40

Nos.50x37x1.50 mm81515 1-9-57-4 11.20 11.00

Providing and fixing ISI marked oxidised M.S. pressed Parliamentaryhinges with

1-9-58



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Nos.150x125x27x2.80 mm81516 1-9-58-1 56.80 56.50

Nos.125x125x27x2.80 mm81517 1-9-58-2 53.90 53.60

Nos.100x125x27x2.80 mm81518 1-9-58-3 44.50 44.20

Nos.75x100x20x2.24 mm81519 1-9-58-4 38.90 38.60

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

1-9-59

Nos.150 mm81520 1-9-59-1 157.80 157.00

Nos.125 mm81521 1-9-59-2 151.90 151.20

Nos.100 mm81522 1-9-59-3 126.50 125.80

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

Nos.150 mm81523 1-9-60-1 163.60 162.90

Nos.125 mm81524 1-9-60-2 157.80 157.00

Nos.100 mm81525 1-9-60-3 132.40 131.70

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

metreOverall width 35 mm.81526 1-9-61-1 159.60 157.00



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

Nos.300x16mm81529 1-9-62-1 66.30 66.00

Nos.250x16 mm81530 1-9-62-2 51.20 51.00

Providing and fixing ISI marked oxidised M.S. tower bolt blackfinish,

1-9-63

Nos.250x10 mm81531 1-9-63-1 58.30 58.10

Nos.200x10 mm81532 1-9-63-2 51.20 51.00

Nos.150x10 mm81533 1-9-63-3 38.40 38.30

Nos.100x10 mm81534 1-9-63-4 31.50 31.30

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

81535 1-9-64 85.10 84.70

Providing and fixing ISI marked oxidised M.S. door latchesconforming

1-9-65

Nos.300x20x6 mm81536 1-9-65-1 63.60 63.50



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Nos.250x20x6 mm81537 1-9-65-2 57.80 57.60

Providing and fixing ISI marked oxidised M.S. handles conforming toIS

1-9-66

Nos.125 mm81538 1-9-66-1 25.30 25.30

each100 mm81539 1-9-66-2 22.80 22.70

Nos.75 mm81540 1-9-66-3 21.60 21.60

Providing and fixing oxidised M.S. hasp and staple (safety type)conforming

1-9-67

Nos.150 mm81541 1-9-67-1 22.00 21.90

Nos.115 mm81542 1-9-67-2 19.30 19.10

Nos.90 mm81543 1-9-67-3 16.30 16.20

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

Nos.300 mm weighing not less than 200 gms.81544 1-9-68-1 33.50 33.30



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

81547 1-9-69 78.40 78.20

Providing and fixing IS : 12817 marked stainlesssteel butt hinges withstainless

1-9-70

Nos.125x64x1.90 mm81548 1-9-70-1 63.50 63.30

Hinges100X58X1.90 mm81549 1-9-70-2 56.50 56.20

Hinges75x47x1.80 mm81550 1-9-70-3 38.70 38.50

Hinges50x37x1.50 mm81551 1-9-70-4 24.40 24.30

Providing and fixing IS : 12817 marked stainless steel butt hinges(heavy weight)

1-9-71

Hinges125x64x2.50 mm81552 1-9-71-1 72.90 72.70

Hinges100x60x2.50 mm81553 1-9-71-2 57.70 57.40

Hinges75x50x2.50 mm81554 1-9-71-3 44.00 43.70

Providing and fixing bright finished brass butt hinges withnecessaryscrews etc.

1-9-72

Nos.125x85x5.5 mm (heavy type)81555 1-9-72-1 375.20 374.90

Nos.125x70x4 mm (ordinary type)81556 1-9-72-2 128.80 128.60



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Nos.100x85x5.5 mm (heavy type)81557 1-9-72-3 331.40 331.10

Nos.100x70x4 mm (ordinary type)81558 1-9-72-4 102.60 102.30

Nos.75x65x4 mm (heavy type)81559 1-9-72-5 126.10 125.80

Nos.75x40x2.5 mm (ordinary type)81560 1-9-72-6 67.40 67.10

Nos.50x40x2.5 mm (ordinary type)81561 1-9-72-7 29.10 29.00

Providing and fixing bright finished brass parliamentary hinges withnecessary

1-9-73

Hinges150x125x27x5 mm81562 1-9-73-1 58.10 57.70

Hinges125x125x27x5 mm81563 1-9-73-2 297.40 297.10

Hinges100x125x27x5 mm81564 1-9-73-3 51.00 50.70

Hinges75x100x20x3.2 mm81565 1-9-73-4 209.40 209.10

Providing and fixing bright finished brass towerbolts (barreltype)with necessary

1-9-74

Towerbolts

250x10 mm81566 1-9-74-1 315.00 314.90

Towerbolts

200x10 mm81567 1-9-74-2 229.50 229.30

Towerbolts

150x10 mm81568 1-9-74-3 194.30 194.10

Towerbolts

100x10 mm81569 1-9-74-4 126.70 126.60

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

1-9-75

Nos.300x16x5 mm81570 1-9-75-1 205.10 205.00

Nos.250x16x5 mm81571 1-9-75-2 193.40 193.20

morticelatch and

lock

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

81572 1-9-76 1,509.50 1,507.00

morticelatch and

lock

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

81573 1-9-77 1,274.90 1,272.40



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morticelatch and

lock

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

81574 1-9-78 629.70 627.20

Providing and fixing special quality bright finished brass cupboard orward robe

1-9-79

morticelatch and

lock

40 mm81575 1-9-79-1 312.90 310.50

morticelatch and

lock

50 mm81576 1-9-79-2 312.90 310.50

morticelatch and

lock

65 mm81577 1-9-79-3 312.90 310.50

morticelatch and

lock

75 mm81578 1-9-79-4 312.90 310.50

Cupboardknob

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

81579 1-9-80 34.10 33.90

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

Handles125 mm81580 1-9-81-1 172.60 172.50

Handles100 mm81581 1-9-81-2 154.60 154.50

each75 mm81582 1-9-81-3 119.40 119.30

Doorstoppers

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

81583 1-9-82 80.70 80.60

Floor doorclosers

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

81584 1-9-83 1,471.20 1,469.80

Floor doorclosers

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

81585 1-9-84 1,048.40 1,046.90

windowfasteners

Providing and fixing bright finished brass casement window fastenerwith necessaryscrews etc.

81586 1-9-85 539.30 539.10

Providing and fixing bright finished brasscasement stays (straight pegtype)

1-9-86



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type)

Casementstays

300 mm weighing not less than 330 gms81587 1-9-86-1 152.60 152.50

Casementstays


Casementstays


Providing and fixing bright finished brass hasp and staple (safetytype) with

1-9-87

class150 mm81590 1-9-87-1 95.80 95.70

hasps andstaples

115 mm81591 1-9-87-2 81.80 81.70

hasps andstaples

90 mm81592 1-9-87-3 70.00 69.90

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).

81593 1-9-88 1,509.50 1,507.00

morticelatch and

lock

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

81594 1-9-89 688.30 685.80

Providing and fixing special quality chromium plated brass cupboardlocks with

1-9-90

morticelatch and

lock

Size 40 mm81595 1-9-90-1 178.00 175.50

morticelatch and

lock

Size 50 mm81596 1-9-90-2 189.80 187.30

morticelatch and

lock

Size 65 mm81597 1-9-90-3 201.50 199.00

morticelatch and

lock

Size 75 mm81598 1-9-90-4 230.80 228.30

Cupboardknob

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

81599 1-9-91 537.40 537.20

Providing and fixing chromium plated brass handles with necessaryscrews etc.

1-9-92

Handles125 mm81600 1-9-92-1 196.00 195.90



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Handles100 mm81601 1-9-92-2 172.20 172.10

Handles75 mm81602 1-9-92-3 148.70 148.70

windowfasteners

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

81603 1-9-93 116.70 116.60

Providing and fixing chromium plated brass casement stays (straightpeg type)

1-9-94

windowfasteners


windowfasteners


windowfasteners


Providing and fixing ISI marked aluminium butt hinges anodised(anodic coating

1-9-95

Nos.125x75x4 mm81607 1-9-95-1 105.10 104.80

Nos.125x63x4 mm81608 1-9-95-2 100.40 100.10

Nos.100x75x4 mm81609 1-9-95-3 89.90 89.60

Nos.100x63x4 mm81610 1-9-95-4 88.70 88.40

Nos.100x63x3.2 mm81611 1-9-95-5 87.50 87.30

Nos.75x63x4 mm81612 1-9-95-6 80.10 79.80

Nos.75x63x3.2 mm81613 1-9-95-7 76.60 76.30

Nos.75x45x3.2 mm81614 1-9-95-8 67.20 66.90

Providing and fixing aluminium sliding door bolts ISI markedanodised (anodic

1-9-96

slidingbolts

300x16 mm81615 1-9-96-1 222.00 221.30

slidingbolts

250x16 mm81616 1-9-96-2 186.80 186.10

Providing and fixing aluminium tower bolts ISI marked anodised(anodic coating

1-9-97

Towerbolts

300x10 mm81617 1-9-97-1 109.90 109.70

Towerbolts

250x10 mm81618 1-9-97-2 92.30 92.10

Towerbolts

200x10 mm81619 1-9-97-3 77.90 77.70



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bolts

Towerbolts

150x10 mm81620 1-9-97-4 63.60 63.50

Towerbolts

100x10 mm81621 1-9-97-5 50.70 50.60

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.

81622 1-9-98 132.00 131.60

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.

81623 1-9-99 164.40 164.20

Providing and fixing aluminium handles ISI marked anodised (anodiccoating not

1-9-100

Handles125 mm81624 1-9-100-1 67.90 67.80

Handles75 mm81625 1-9-100-2 67.80 67.70

Handles75 mm81626 1-9-100-3 45.90 45.80

Providing and fixing aluminium hanging floor door stopper ISImarked anodised

1-9-101

Doorstoppers

Single rubber stopper81627 1-9-101-1 36.60 36.50

Doorstoppers

Twin rubber stopper81628 1-9-101-2 81.20 81.10

Casementstays

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

81629 1-9-102 69.80 69.60

LockProviding and fixing bright finished brass 100 mm mortice latch andlock ISI marked with six levers and a pair of anodised (anodic coatingnot less than grade AC 10 as per IS : 1868) aluminium lever handleswith necessary screws etc. complete (Best make of approved quality).

81630 1-9-103 1,916.10 1,913.60

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

81631 1-9-104 62.80 62.80

Providing and fixing partition upto ceiling height consisting of G.I.frame and

1-9-105

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

81632 1-9-105-1 1,256.60 1,246.90



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reinforcedGypsum (GRG) board conforming to IS: 2095: part III

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

81633 1-9-105-2 1,092.40 1,082.70

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

81634 1-9-105-3 1,557.00 1,547.20

sq.m66mm overall thickness partition using 8mm thick double skin non-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 (asper BS 476 partIV, V, VI and VII), moisture, termite & fungus resistant, with suitablefibre cement screw.

81635 1-9-105-4 1,176.90 1,167.10

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

1-9-106

Nos.125x34x24 mm weighing not less than 23 gms.81636 1-9-106-1 45.10 45.00


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

1-9-107

Nos.PTMT butt hinges 75x60x10mm81638 1-9-107-1 76.70 76.50

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

81639 1-9-107-2 97.60 97.30

Providing and fixing PTMT Tower Bolts with 12 mm one piece rodinside and

1-9-108



Nos.Providing and fixing PTMT door catcher of length 72 mm and dia. of42 mm withsuitable washers weighing not less than 33 gms.

81642 1-9-109 36.90 36.90



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suitable washers weighing not less than 33 gms.

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 sheesham wood in scantling of section50X25mm fixedwith nails and G.I wire to existing support complete as per directionof Engineer-incharge.

81643 1-9-110 8,414.60 8,412.00

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

metre50x50 mm (base and height).81644 1-9-111-1 254.60 252.20

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.

81645 1-9-112 56.10 55.60

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.

81646 1-9-113 752.00 750.10

Providing and fixing magnetic catcher in cupboard / ward robeshutters including

1-9-114

Nos.Triple strip vertical type.81647 1-9-114-1 48.60 48.60

Nos.Double strip (horizontal type).81648 1-9-114-2 53.30 53.30

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

81649 1-9-115 188.10 188.10

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

81650 1-9-116 11.50 11.50

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

1-9-117

metreExtruded section Profile size 48x40 mm.81651 1-9-117-1 203.00 202.30

metreExtruded section Profile size 42x50 mm.81652 1-9-117-2 437.60 436.90

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



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sq.m24 mm thick factory made PVC door shutters made of styles and railsof a UPVChollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mmwith 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 reinforced byinsertinggalvanised 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 mm and1 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).

81653 1-9-118-1 3,090.60 3,086.90

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, aUPVC profilesection of size 30mm x 100mm and 2mm±0.2mm wall thicknesswelded to theshutter style with a UPVC profile section single panel of size not lessthan 620mm,having overall thickness of 20 mm and 1 mm±0.1 mm wall thicknesswith 20 mmpanel beading of suitable size /Glass(4mm thick plain glass)/louversection, louverframe of suitable size, as per manufactures specification and directionof Engineerin-charge. (For W.C. and bathroom door Shutter)

81654 1-9-118-2 2,797.30 2,793.60



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of Engineerin-charge. (For W.C. and bathroom door Shutter)

sq.m25mm thick PVC flush door shutters upto 737mm width of colour andshade asapproved by Engineer-in-charge made out of a one piece Multichamber extrudedPVC section of the size of 762mm X 25mm or less as per requirementwith anaverage wall thickness of 1mm ± 0.3mm. PVC foam end cap of size23x10mm 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 to takeupnecessary hardware and fixtures. Stickers indicating the locations ofhardwarewill be pasted at appropriate places

81655 1-9-118-3 2,680.00 2,676.30

metreProviding and fixing factory made P.V.C. door frame of size50x47mm with a wallthickness of 5mm, made out of extruded 5mm rigid PVC foam sheetmitred 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.

81656 1-9-119 438.80 438.20


sq.m30mm thick factory made solid panel PVC door shutter consisting offrame 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 moulded PVC‘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; and5mm thick,110mm wide PVC sheet out of which 90mm shall be flat and 20mmshall be taperedon the inner side to form top and bottom rail and 130mm wide PVCsheet out ofwhich 90mm shall be flat and 20mm shall be tapered on both sides toform lock rail.Top bottom and lock rails shall be provided either side of the panel.10mm (5mm x2) thick, 20mm wide cross PVC sheet shall be provided as gap insertfor top rail &bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.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 on theinterior side ofthe ‘C Channel using PVC solvent adhesive etc. complete as perdirection ofEngineer-in-charge, manufacture’s specification & drawing.

81657 1-9-120-1 2,709.60 2,705.90



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90mm shall be flat and 20mmshall be tapered in 45 degree angle on either side forming stiles; and5mm thick,110mm wide PVC sheet out of which 90mm shall be flat and 20mmshall be taperedon the inner side to form top and bottom rail and 130mm wide PVCsheet out ofwhich 90mm shall be flat and 20mm shall be tapered on both sides toform lock rail.Top bottom and lock rails shall be provided either side of the panel.10mm (5mm x2) thick, 20mm wide cross PVC sheet shall be provided as gap insertfor top rail &bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.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 on theinterior 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 bottom railand 115mmwide PVC sheet out of which 75mm shall be flat and 20mm shall betapered 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 sheet beprovided asgap insert for top rail & bottom rail, panelling of 5mm thick both sidePrelam PVCsheet to be fitted in the M.S. frame welded/ sealed to the stiles & railswith 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side,and joinedtogether with solvent cement adhesive. An additional 5mm thick PVCstrip of 20mmwidth is to be stuck on the interior side of the ‘C Channel using PVCsolvent adhesiveetc. complete as per direction of Engineer-in-charge. manufacturer’sspecification& drawing.

81658 1-9-120-2 3,178.80 3,175.10



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sheet to be fitted in the M.S. frame welded/ sealed to the stiles & railswith 7mm(5mm+2mm) thick x 15mm wide PVC sheet beading on inner side,and joinedtogether with solvent cement adhesive. An additional 5mm thick PVCstrip of 20mmwidth is to be stuck on the interior side of the ‘C Channel using PVCsolvent adhesiveetc. complete as per direction of Engineer-in-charge. manufacturer’sspecification& drawing.

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 be 2mmthick 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 the bottomto steady theframe.

81659 1-9-121 474.00 473.40


sq.m30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled doorshutter of required colour and approved brand and manufacture, madewith fire - retardant grade unsaturated polyester resin, moulded to 3mm thick FRP laminate for forming hollow rails and styles, withwooden frame and suitable blocks of seasoned wood inside at CodeDescription Unit Quantity Rate Amount required places for fixing offittings, cast monolithically with 5mm thick FRP laminatefor panels confirming to TADS 6: 1993 and / or IS: 14856 - 2000including fixing to frames.

81660 1-9-122-1 3,589.40 3,585.70

sq.m30mm thick fibreglass reinforced plastice (F.R.P.) flush door shutterin different plain and wood finish made with fire retardant gradeunsaturated polyster resin, moulded to 3mm thick FRP laminate allaround, with suitable wooden blocks inside at required places forfixing of fittings and polyurethane foam (PUF) / Polystyrenefoam to be used as filler material throughout the hollow panel, castedmonolithically with testing parameters of F.R.P. laminate conformingto table - 3 of IS: 14856 : 2000, complete as per direction ofEngineer-in-charge

81661 1-9-122-2 2,709.60 2,705.90

sq.mProviding and fixing factory made door frame (single rebate) made ofsolid 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.

81662 1-9-123 368.40 367.80



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thickness and shall be fixed to wall as per instructions ofengineer-in-charge using 100x8 sheet metal CSK screws.

sq.mProviding and fixing 28 mm thick door shutter made of solid PVCfoam profile with homogenous fine cellular structure having smoothouter integral skin having 71mm width & 28mm thick as vertical &horizontal styles. Joints are made using solvent adhesive and GI ‘Csections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .Thepanel shall be filled with 3mm thick high - pressure compact laminateas per manufacturer’s specifications and directions of theEngineer-in-charge, cover moulding shall be provided for coveringfixing screws and elegant look.( for W.C. bathroom door shutter).

81663 1-9-124 2,826.90 2,823.20

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

81664 1-9-125 766.40 756.30

Providing and fixing 12mm thick panelling or panelling and glazingin panelled or

1-9-126

sq.mMarine plywood conforming to IS: 71081665 1-9-126-1 1,682.20 1,669.80

sq.mFire retardant plywood conforming to IS: 550981666 1-9-126-2 1,724.20 1,711.80

Providing & Fixing decorative high pressure laminated sheet ofplain / wood grain

1-9-127

sq.m1.5 mm thick.81667 1-9-127-1 816.60 814.30

sq.m1.0 mm thick.81668 1-9-127-2 674.60 672.40

sq.mProviding and fixing factory made Fibreglass Reinforced plastics(F.R.P.) chajja 4mm thick of required colour, size and design made byResin 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, including allnecessary fittings . The FRP Chajja should be manufactured usingunsaturated Polyester resin as per IS: 11551 complete with protectiveGelcoat U/V coating on Top for complete resistance fromthe extreme of temperature, weather & sunlight,

81669 1-9-128 4,847.40 4,847.40

sq.mProviding and fixing cup board shutters 25mm thick, withprelaminated flat pressed three layer particle board or graded woodparticle board IS: 12823 marked exterior grade (Grade 1 Type II)having one side decorative lamination and other side balancinglamination including Ilnd class teak wood lipping of 25mm wide xl2mm thick with necessary screws and bright finished stainless steelpiano hingescomplete as per direction of the Engineer-in-Charge

81670 1-9-129 1,610.70 1,605.10



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Providing and fixing cup board shutters with 25mm thick veneeredparticle board

1-9-130

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

81671 1-9-130-1 1,376.10 1,370.40

sq.mWith non decorative veneering on both sides.81672 1-9-130-2 1,270.50 1,264.90

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

sq.m25 mm thick.81673 1-9-131-1 2,910.50 2,907.50

kilogramProviding and fixing aluminum U beading of required size toprelaminated /flush door shutter including fixing etc. complete as perdirection of Engineer-in-charge.

81674 1-9-132 439.40 439.40

Providing and fixing, in position concealed G.I. section for wallpanelling using

1-9-133

Tapered edge calcium silicate board made with calcareous & siliceousmaterialsreinforced 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, compressivestrength 225 kg/sq.cm, Bending strength 100 kg/sq.cm.

1-9-133-1

sq.m10mm thick81675 1-9-133-1-1 968.10 959.90

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 thick81676 1-9-133-2-1 730.60 722.40

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

sq.m12.5 mm thick81677 1-9-133-3-1 684.20 675.90

sq.mSupplying and fixing of 20mm chir wood planking in roof in positionincluding simple mouldings straight work as including supply of allmaterial, labour and T&P etc required for proper completion of work.

81678 1-9-134 937.70 931.90

sq.mS/Fof of (1.5"x 3/4") chir wood beading in roof including simplemouldings straight work as including supply of all materials laboutand T&P etc. required for proper completion of work. S.I.342(H)

81679 1-9-135 234.60 230.80



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Providing and fixing decorative plywood 4 mm thick one sidedecorative veneer conforming to IS: 1328 (type-1) for plain lining /cladding with necessary screws, priming coat on unexposed surfacewith :

1-9-37

sq.mDecotative veneer facings of approved manufacture.81680 1-9-37-1 1,146.10 1,133.90

Providing and fixing plain jaffri of 35x10 mm laths placed 35 mmapart (frames to be paid separately) including fixing 50x12 mmbeading complete with :

1-9-41

sq.mSecond class teak wood.81681 1-9-41-1 17,981.30 17,960.00

Specification:



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

81682 1-10-1 69.90 69.60

kilogramStructural 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:

81683 1-10-2 86.90 86.40

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 40mm dia,steelpulleys complete with bolts, nuts, locking arrangement, stoppers,handles, including applying a priming coat of approved steel primer.

81684 1-10-3 5,621.20 5,537.20

sq.mProviding and fixing 1mm thick M.S. sheet sliding-shutters withframe and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gussetplates at the junction and corners 25mm dia pulley, 40x40x6mmangle and T-iron guide at the top and bottom respectively includingapplying a priming coat of approved steel primer.

81685 1-10-4 3,763.80 3,732.60

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 steel primer

1-10-5

sq.mUsing M.S. angels 40x40x6 mm for diagonal braces.81686 1-10-5-1 3,260.40 3,228.50

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

81687 1-10-5-2 3,155.20 3,123.40

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 necessary 27.5cmlong wiresprings grade No.2 and M.S. top cover of required thickness forrolling shutters.

1-10-6



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rolling shutters.

sq.m80x1.25mm M.S. laths with 1.25 mm thick top cover81688 1-10-6-1 1,908.50 1,900.50

sq.m80x1.20 mm M.S. laths with 1.20 mm thick top cover.81689 1-10-6-2 1,857.60 1,849.70

sq.m80x0.90 mm M.S. laths with 0.90 mm thick top cover.81690 1-10-6-3 1,765.60 1,757.60

eachProviding and fixing ball bearing for rolling shutters.81691 1-10-7 440.80 440.80

Extra for providing mechanical device chain and crank operation foroperating rollingshutters

1-10-8

sq.mExceeding 10.00 sqm and upto 16.80 sqm in the area81692 1-10-8-1 637.00 637.00

sq.mExceeding 16.80 sqm in area.81693 1-10-8-2 672.20 672.20

sq.mExtra for providing grilled rolling shutters manufactured out of8 mm dia. M.S. bar instead of laths as per design approved byEngineer-in-charge.(area of grill to be measured).

81694 1-10-9 316.70 316.70

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

81695 1-10-12 30.40 30.40

Providing and fixing pressed steel door frames confirming to IS: 4351manufactured from commercial mild steel sheet of 1.25 mm thicknessincluding hinges jamb, lock jamb, bead and if required anglethreshold of mild steel angle of section 50x25mm, or base ties of1.25mm pressed mild steel welded or rigidly fixed togetherbymechanical means, adjustable lugs with split end tail to each jambincluding steel butt hinges 2.5mm thick with mortar guards, lockstrike-plate and shock absorbers as specified and applying a coat ofapproved steel primer after pre-treatment of the surface as directed byEngineer-in-charge.

1-10-14

Profile B1-10-14-1

metreFixing with adjustable lugs with split end tail to each jamb.81696 1-10-14-1-1 0.00 0.00

metreFixing with carbon steel galcanised dash fastener of required dia andsize ( To be paid for separately).

81697 1-10-14-1-2 0.00 0.00

Profile C1-10-14-2


metreFixing with carbon steel galvanised dash fastener of required dia andsize ( to be paid for separately).

81699 1-10-14-2-2 0.00 0.00

Profile E1-10-14-3




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metreFixing with carbon steel galvanised dash fastener of required dia andsize (to be paid for separately).

81701 1-10-14-3-2 0.00 0.00

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

1-10-16

kilogramHot finished welded type tubes.81702 1-10-16-1 95.70 95.10

kilogramHot finished seamless type tubes.81703 1-10-16-2 111.80 111.10

kilogramElectric resistance or induction butt welded tubes.81704 1-10-16-3 117.90 117.30

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.

81705 1-10-17 136.10 135.20

eachProviding and fixing circular/ Hexagonal cast iron or M.S. sheet boxforceiling fan clamp of internal dia 140mm, 73mm height, top lid of1.5mmthick M.S. sheet with its top surface hacked for proper bonding, toplidshall be screwed into the cast iron/ M.S. sheet box by means of3.3mmdia. round headed screws, one lock at the corners. Clamp shallbemade of 12mm dia M.S. bar bent to shape as per standard drawing.

81706 1-10-18 145.70 145.00

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

81707 1-10-19 91.00 90.80

kilogramProviding and fixing bolts including nuts and washers complete.81708 1-10-20 116.20 115.30

kilogramProviding and fixing M.S. rivets of sizes in position.81709 1-10-21 198.00 195.70

cmWelding by gas or electric plant including transportation of plant atsiteetc. complete

81710 1-10-22 2.30 2.30

kilogramProviding and fixing bright finished brass casement windowfastenersor peg stays to windows/ ventilators with necessary welding andmachine screws etc. complete.

81711 1-10-23 2,770.60 2,770.60

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

81712 1-10-24 45.70 45.70



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steelcentre hung ventilators with necessary welding and machinescrewsetc. complete.

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

1-10-25

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

81713 1-10-25-1 80.40 80.30

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

81714 1-10-25-2 98.30 97.50

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

1-10-26

kilogramM.S. tube81715 1-10-26-1 98.10 97.40

kilogramE.R.W. tubes.81716 1-10-26-2 122.60 121.90

kilogramG.I. pipes.81717 1-10-26-3 114.60 114.00

Providing and fixing carbon steel galvanised (minimum coating 5micron) dash fastener of 10 mm dia double threaded 6.8 grade (yieldstrenght 480 N/mm2), counter sunk head, comprising of 10 m diapolyamide PA 6 grade sleeve, including drilling of hole in frame,concrete/masonry, etc. as per direction of Engineer-in-charge.

1-10-27

each10x60 mm81718 1-10-27-1 0.00 0.00

each10x80 mm81719 1-10-27-2 0.00 0.00

each10x120 mm81720 1-10-27-3 0.00 0.00

each10x140 mm81721 1-10-27-4 0.00 0.00

each10x160 mm81722 1-10-27-5 0.00 0.00

kilogramProviding and fixing stainless steel (Grade 304) railling made ofHollow tubes, channels, plates etc. including welding, grinding,buffing,polishing and making curvature (wherever required) andfitting the same with necessary stainless steel nuts and bolts completei/c fixing the railling with necessary accessories & stainless steel dashfasteners, stainless steel bolts etc.of required size, on the top of thefloor or the side of waist slab with suitable arrangment as perapproval of Engineer-in-charge. (for payment purpose only weight ofstainless steel members shall be considered excluding fixingaccessories such as nuts, bolts, fasteners etc.)

81723 1-10-28 0.00 0.00



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accessories such as nuts, bolts, fasteners etc.)

Providing & fixing fly proff wire gauze to windows, clerestorywindows & doors with M.S. Flat 15x3 m and nuts & bolts complete.

1-10-29

sq.mGalcanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mmaperture on both sides.

81724 1-10-29-1 594.20 590.30

sq.mStainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mmaperture on both sides.

81725 1-10-29-2 0.00 0.00

Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows alll complete.

1-10-30

sq.mWith 4.0 mm thick glass panes.81726 1-10-30-1 5,434.60 5,423.30

sq.mWith 5.5 mm thick glass panes.81727 1-10-30-2 8,229.00 8,217.70

Fixing standard steel glazed doors, windows and ventilators inwalls with 15x3mm lugs 10 cm long embedded in cementconcrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) or withwooden plugs and screws or rawl plugs and screws or withfixing clips or with bolts and nuts as required, including fixingof float glass panes with glazing clips and special metal-sashputty of approved make, or metal beading with screws (onlysteel windows with lugs, glass panes cut to size and glazingclips or metal beading with screws, shall be supplied bydepartment free of cost.)

1-10-10

kilogramFixing with 15x3 mm lugs 10 cm. long embedded in cement concreteblock 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size)

81728 1-10-10-1 26.30 25.60

kilogramFixing with carbon steel galvanised dash fastner of required dia andsize (to be paid of separatelu).

81729 1-10-10-2 9.60 9.40

Providing and fixing factory made ISI marked steel glazeddoors,windows and ventilators side /top /centre hung with beadingand all members such as K11 B and K12 B etc.complete of standardrolled steel sections, joints mitred and flash butt welded and sash barstenoned and riveted with 15x3mm lugs, 10cm long, embedded incement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarsesand:6 graded stone aggregate 20mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips orwith bolts and nuts as required, including providing and fixing ofhinges, pivots, float glass panes with glazing clips and special metalsash putty of approved make and a priming coat of approvedsteel primer excluding the cost of metal beading and otherfittings except necessary hinges or pivots complete as per approveddesign.(Sectional weight of only steel members shall be measured forpayment.)

1-10-11



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kilogramFixing with 15x3 mm lugs 10 cm. long embedded in cement concreteblock 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size)

81730 1-10-11-1 0.00 0.00

kilogramFixing with carbon steel galvanised lash fastener of required dia andsize (to be paid for separately)

81731 1-10-11-2 0.00 0.00

Providing and fixing T-iron frames for doors, windows andventilators of mild steel Tee-sections, joints mitred and weldedwith 15x3 mm lugs 10cm long embedded in cement concrete blocks15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) or with wooden plugs and screws orrawl plugs and screws or with dash fastener or with fixing clips orwith bolts and nuts as require including fixing of necessary butthinges and screws and applying a priming coat of approved steelprimer.

1-10-13

kilogramFixing with 15x3 mm lugs 10 cm. long embedded in cement concreteblock 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size).

81732 1-10-13-1 0.00 0.00

kilogramFixing with carbon steel galvanised dash fastener of required dia andsize (to be paid for separately).

81733 1-10-13-2 0.00 0.00

Providing and fixing M.S. Tubular frames for doors, windows,ventilators and cupboard with L-Type section made of 1.60mmthick M.S. Sheet, joints mitred and welded and grinded finishprofiles required size with 15x3mm lugs 10cm long embedded incement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 20mm nominal size) or withwooden plugs and screws or rawl plugs and screws or with fixingclips or with bolts andnuts as required including fixing of necessary butt hinges andscrews and applying a priming coat of approved steel primers.

1-10-15

kilogramFixing with 15x3 mm lugs 10 cm. long embedded in cement concreteblock 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size).

81734 1-10-15-1 191.30 190.80

kilogramFixing with carboon steel galvanised dash fastener of required dia andsize (to be paid for separately).

81735 1-10-15-2 110.30 110.00

Specification:



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Chapter Name Flooring

Rate In (Rs.)



Rate

Block 16Ukhimath

Brick on edge flooring with bricks of class designation 75 includingcement slurry etc. complete in

1-11-1

sq.m1:4 (1 cement : 4 coarse sand)81736 1-11-1-1 961.00 949.90

sq.m1:6 (1cement : 6 coarse sand)81737 1-11-1-2 906.70 895.90

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

81738 1-11-2 802.30 791.50

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

1-11-3

sq.m40mm thick with 20mm nominal size stone aggregate.81739 1-11-3-1 422.90 415.30

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 mm nominalsize) and top layer 12 mm thick cement hardener consisting ofmix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume.hardening compound is mixed @ 2litre per 50kg of cement or as per manufacturers specifications.This includes cost of cement slurry, but excluding the cost ofnosing of steps etc. complete.

81740 1-11-4 620.60 608.60

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 20mm nominalsize) and top layer 12mm thick cement hardener consisting of mix1:2 (1 cement hardener mix : 2 graded stone aggregate 6mmnominal size) by volume. Hardening compound is mixed @ 2 litreper 50 kg of cement or as per manufactures specifications. Thisincludes cost of cement slurry, but excluding the cost of nosing ofsteps etc. complete.

81741 1-11-5 711.30 698.00

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

81742 1-11-7 8,174.50 8,029.00

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

81743 1-11-8 32.80 32.00

40 mm thick marble chips flooring rubbed and polished to granolithicfinish, underlayer 34 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4graded stoneaggregate 12.5mm nominal size) and top layer 6mm thick with white,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 marble chips)by volumeincluding cement slurry etc. complete

1-11-9



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Block 16Ukhimath

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 marble chips)by volumeincluding cement slurry etc. complete

sq.mDark shade pigment with ordinary cement.81744 1-11-9-1 636.90 628.70

sq.mLight shade pigment with white cement.81745 1-11-9-2 796.80 788.30

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

81746 1-11-9-3 793.50 785.00

sq.mWhite cement without any pigment.81747 1-11-9-4 0.00 0.00

sq.mLight shade pigment with ordinary cement.81748 1-11-9-5 0.00 0.00

sq.mOrdinary cement without any pigment.81749 1-11-9-6 0.00 0.00

40 mm thick marble chips flooring, rubbed and polished to granolithicfinish, underlayer 3lmm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4graded stoneaggregate 12.5mm nominal size) and top layer 9mm thick with white,black, chocolate,grey, yellow or green marble chips of sizes from 4mm to 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 cement81750 1-11-10-1 746.60 735.90



81752 1-11-10-3 778.00 767.30




40 mm thick marble chips flooring, rubbed and polished to granolithicfinish,under layer 28 mm thick cement concrete 1:2:4 (1 cement: 2 coarsesand : 4graded stone aggregate 12.5mm nominal size) and top layer 12mmthick withwhite, black, chocolate, grey yellow or green marble chips of sizesfrom 7mm to10mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marblepowder) by weight in proportion of 2:3 (2 cement marble powdermix : 3 marblechips) by volume including cement slurry etc. complete

1-11-11



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Block 16Ukhimath

thick withwhite, black, chocolate, grey yellow or green marble chips of sizesfrom 7mm to10mm nominal size laid in cement marble powder mix 3:1 (3 cement:1 marblepowder) by weight in proportion of 2:3 (2 cement marble powdermix : 3 marblechips) by volume including cement slurry etc. complete

sq.mDark shade pigment with ordinary cement.81756 1-11-11-1 859.70 849.20


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

81758 1-11-11-3 1,195.80 1,183.20




Marble chips skirting (upto 30 cm height) rubbed and polished togranolithicfinish, top layer 6 mm thick with white, black, chocolate, grey, yellowor 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 (1cement: 3coarse sand)

1-11-12-1

sq.mDark shade pigment with ordinary cement.81762 1-11-12-1-1 920.70 902.40

sq.mLight shade pigment with white cement.81763 1-11-12-1-2 1,079.40 1,060.70


81764 1-11-12-1-3 942.80 924.50

sq.mWhite cement without any pigment.81765 1-11-12-1-4 947.20 928.90

sq.mLight shade pigment with ordinary cement.81766 1-11-12-1-5 1,110.70 1,089.40

sq.mOrdinary cement without any pigment.81767 1-11-12-1-6 940.40 922.10

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

81768 1-11-14 341.60 332.60

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(1 cement :4coarse sand):

1-11-16



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Block 16Ukhimath

laid 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(1 cement :4coarse sand):

sq.mLight shade using white cement.81769 1-11-16-1 484.10 477.70

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

81770 1-11-16-2 461.90 455.50

sq.mDark shade using ordinary cement.81771 1-11-16-3 431.80 425.40


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

81773 1-11-17 53.30 51.90

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 12 mmthick cementplaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurrymixed withpigment to match the shade of the tiles, including rubbing andpolishing completewith tiles of

1-11-18

sq.mLight shade using white cement.81774 1-11-18-1 849.30 831.20

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

81775 1-11-18-2 815.90 797.80



Chequered terrazo tiles 22 mm thick with graded marble chips of sizeup to 6 mm infloors jointed with neat cement slurry mixed with pigment to matchthe 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.81778 1-11-19-1 1,049.70 1,042.80

sq.mMedium shade using 50% white cement, 50% ordinary cement.81779 1-11-19-2 953.70 946.90



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 bed ofcement mortar1:4 (1 cement: 4 coarse sand).

1-11-20



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Block 16Ukhimath

courtyardjointed with neat cement slurry mixed with pigment to match theshade of tilesincluding rubbing and cleaning etc. complete on 20 mm thick bed ofcement mortar1:4 (1 cement: 4 coarse sand).

sq.mLight shade using white cement.81782 1-11-20-1 1,268.20 1,260.40

sq.mMedium shade using 50% white cement 50% Grey cement.81783 1-11-20-2 1,218.70 1,210.90

sq.mDark shade using ordinary cement.81784 1-11-20-3 1,214.40 1,206.60

sq.mOrdinary cement without any pigment.81785 1-11-20-4 1,212.80 1,205.00

Providing and fixing 10mm thick acid and/or alkali resistant tiles ofapprovedmake and colour using acid and/or alkali resisting mortar bedding andjoints filledwith acid and/or alkali resisting cement as per IS : 4457 complete asper thedirection of Engineer-in- Charge.

1-11-21

In flooring on a bed of 10 mm thick mortar 1:4(1 acid proof cement: 4coarse sand).

1-11-21-1

sq.mAcid and alkali resistant tile.81786 1-11-21-1-1 394.10 389.30

In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4coarse 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.

81787 1-11-21-2-2 443.30 437.30

Marble stone flooring with 18mm thick marble stone (sample ofmarble shall be

1-11-23

sq.mMakrana white second quality.81788 1-11-23-1 3,640.10 3,627.10

sq.mRaj Nagar plain.81789 1-11-23-2 1,687.00 1,673.40

sq.mAgaria White81790 1-11-23-3 2,375.00 2,361.70

sq.mBlack Zebra.81791 1-11-23-4 1,538.60 1,525.30

sq.mUdaipur green marble81792 1-11-23-5 1,939.90 1,926.70

sq.mPink plain marble.81793 1-11-23-6 1,875.90 1,862.50

metreExtra for pre finished nosing to treads of steps of marble stone.81794 1-11-24 301.10 293.50

sq.mExtra for marble stone flooring in treads of steps and risers usingsinglelength up to 2.00 metre .

81795 1-11-25 349.00 340.00

sq.mKota stone slabs 25 mm thick in risers of steps, skirting, dadoandpillars laid on 12 mm (average) thick cement mortar 1:3 (1cement 3coarse sand) and jointed with grey cement slurry mixed with pigmenttomatch the shade of the slabs, including rubbing and polishingcomplete.

81796 1-11-27 1,118.40 1,101.10



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andpillars laid on 12 mm (average) thick cement mortar 1:3 (1cement 3coarse sand) and jointed with grey cement slurry mixed with pigmenttomatch the shade of the slabs, including rubbing and polishingcomplete.

40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cementmortar 1:5 ( 1 cement: 5 coarse sand) with joints finished flush.

1-11-28



40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cementmortar 1:5 (1 cement : 5 coarse sand) including pointing with cementmortar 1:2 (1cement: 2 stone dust) with an admixture of pigment to match theshade of stone.

1-11-29



40 mm thick rubbed stone flooring over 20 mm (average) thick baseof cementmortar 1:5(1 cement :5 coarse sand) with joints 3mm thick, sidebuttered withcement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment tomatch theshade of stone and pointing with same mortar

1-11-30



sq.mExtra for pre finished nosing in treads of steps of Kota stone/sand stone slab.

81803 1-11-31 83.40 81.20

sq.mExtra for Kota stone/ sand stone in treads of steps and risersusingsingle length up to 1.05 metre .

81804 1-11-32 16.70 16.30

25mm wooden planking, tongued and grooved in flooring includingfixing withiron screws complete with

1-11-33


sq.mSecond class deodar wood81806 1-11-33-2 4,013.30 4,007.70

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 hot bitumen(blowntype) up to half depth, planed, levelled smooth and finished complete.

81807 1-11-34 7,777.30 7,716.50



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Block 16Ukhimath

25mmthick 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 hot bitumen(blowntype) up to half depth, planed, levelled smooth and finished complete.

kilogramProviding 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.

81808 1-11-35 84.80 84.10

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 of stepsanddados 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 matching shadecomplete.

81809 1-11-36 918.00 911.90

sq.mProviding and laying Ceramic glazed floor tiles 300x300 mm(thicknessto be specified by the manufacturer) of 1st quality conformingto 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.

81810 1-11-37 962.10 957.00

sq.mProviding and laying Ceramic glazed floor tiles 300x300 mm(thicknessto be specified by the manufacturer) of 1st quality conformingto IS :15622 of approved make in all colours, shades, except White,Ivory,Grey, Fume Red Brown laid on 20mm thick bed of CementMortar 1:4(1 Cement : 4 Coarse sand) including pointing the joints withwhitecement and matching pigments etc., complete.

81811 1-11-38 981.20 976.10



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Block 16Ukhimath

15622 of approved make in all colours, shades, except White,Ivory,Grey, Fume Red Brown laid on 20mm thick bed of CementMortar 1:4(1 Cement : 4 Coarse sand) including pointing the joints withwhitecement 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 colours White,Ivory,Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4(1Cement : 4 Coarse sand) including grouting the joints with whitecementand matching pigments etc., complete.

81812 1-11-39 1,082.60 1,077.50

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.

81813 1-11-40 1,025.10 1,020.00

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 on 20mmthick 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 cm81814 1-11-41-1 1,303.50 1,298.40




sq.mDeduct for not using 20mm thick cement mortar 1:4 (1cement : 4coarse sand) bedding in laying of floor tiles.

81818 1-11-42 450.40 445.30



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Block 16Ukhimath

coarse sand) bedding in laying of floor tiles.

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, in average3mmthickness.

81819 1-11-43 405.50 401.00

sq.mCrazy ceramic tiles flooring, with under layer 12 mm thick cementmortar 1:4 (1 cement : 4 coarse sand), with joints not exceeding 5mm, inclusing filling the gaps with ordinary cement mixture &mixing with synthetic polyester fibre, triangular in shape havingspecific gravity of 1.34 to 1.40, cross section size ranging from 10 to40 micron & length upto 6 mm, mixing fibre @ 125 grams per 50 kgof cement in cement mortar, including providing and mixing waterproofing material in mortar @ 1 kg per 50 kg. of cement, all completeas per direction of Engineer-in-charge.

81820 1-11-44 0.00 0.00

sq.mProviding and laying 500x500x40mm thick Turf paver (TurfpaveXD) on 150mm thick sub grade of compacted bed of 20mm thicknominal size stone aggregated and base course and filing with 150mm thick jamuna sand including spreading, well ramming,consolidating and finishing smooth etc. all complete as per directionof Engineer-in-charge.

81821 1-11-45 0.00 0.00

Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer with water absorption less than 0.08% andconforming to I.S. 15622, of approved make in all colours & shade inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement : 3 coarse sand), including grouting the joint with whitecement & matching pigments etc. complete.

1-11-46

sq.mSize of Tile 500x500 mm81822 1-11-46-1 1,211.40 1,205.30




Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer) with water absorption less than 0.08% andconforming to I.S. 15622, of approved brand & manufacturer in allcolours & shade in skirting, riser of steps,laid with cement based highpolymer modified quick set tile adhesive (water based) conforming toI.S. 15477, in average 6 mm thickness, including grouting of joints(payment for grouting of joints to be made separately)

1-11-47

sq.mSize of Tiles 500x500 mm81826 1-11-47-1 1,371.00 1,363.40




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Grouting the joints of flooring tiles having joints of 3 mm width,using epoxy grout mix of 070 kg of organic coated filler of desiredshade (0.10 kg of hardener and 0.20 kg of resin per kg), includingfilling / grouting and finishing complete as per direction ofEngineer-in-charge.

1-11-48

sq.mSize of Tile 500x500 mm81830 1-11-48-1 0.00 0.00




Providing and laying Vitrified tiles in floor with different sizes(thickness to be specified by the manufacturer), with water absorptionless than 0.08% and conforming to IS:15622),of approved brand &manufacturer in all colours and shade, laid with cement based highpolymer midified quick set tiles ahesive (water based) conforming toIS:15477, in average 6 mm thickness, including grouting of joints(payment for grouting of joints to be made separately).

1-11-49





sq.mDeduct for not grouting the joints with white cement and matchingpigment in the items of vitrified tiles.

81838 1-11-50 0.00 0.00

Cement plaster skirting (up to 30 cm height) with cement mortar1:3 (1 cement : 3 coarse sand) finished with a floating coat of neatcement. 18 mm thick

1-11-6

sq.m18 mm thick.81839 1-11-6-1 326.60 321.50

Providing and fixing glass strips in joints of terrazo/ cementconcrete floors. 40 mm wide and 4 mm thick.

1-11-13

metre40 mm wide and 4 mm thick.81840 1-11-13-1 42.00 41.30

Crazy marble stone flooring including filling the gaps with lightshade pigment with white cement marble powder mixture (3parts of white cement : 1 part of marble powder) by weight inproportion of 4:7 (4 cement marble powder mix : 7 white, blackor white and black marble chips of sizes from 1mm to 4mmnominal size by volume) and under layer 25mm thick cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 aded stone aggregate12.5 mm nominal size) rubbing, polishing and cement slurry etc.complete :

1-11-15



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Block 16Ukhimath

12.5 mm nominal size) rubbing, polishing and cement slurry etc.complete :

sq.m18 mm thick crazy marble stone white,black or as specified.81841 1-11-15-1 1,102.20 1,085.80

Tile work in skirting, risers of steps and dado (up to 2 m height) over12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) andjointed with grey cement slurry @ 3.3 kg/sqm including pointing inwhite cement mixed with pigment of matching shade complete.

1-11-22

Marble tiles (polished) Raj Nagar.1-11-22-1

sq.m8 mm thick81842 1-11-22-1-1 872.90 866.00

Kota stone slab flooring over 20 mm (average) thick base laid overand jointed with grey cement slurry mixed with pigment to matchthe shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

1-11-26

sq.m25 mm thick.81843 1-11-26-1 1,337.30 1,324.90

Specification:



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Chapter Name Roofing

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Rate

Block 16Ukhimath

Providing corrugated G.S. sheet roofing including vertical/curvedsurface fixed

1-12-1

sq.m1.00mm thick with zinc coating not less than 275gm/m81844 1-12-1-1 1,130.60 1,127.70

sq.m0.80mm thick with zinc coating not less than 275gm/m81845 1-12-1-2 952.20 949.40

sq.m0.63 mm thick with zinc coating not less than 275gm/ m81846 1-12-1-3 800.40 797.70

Extra for straight cutting in C.G.S. sheet roofing for making openingof areaexceeding 40 sq. decimeter for chimney stacks, sky light etc.

1-12-2

metre1.00 mm thick81847 1-12-2-1 42.90 41.70

metre0.80 mm thick81848 1-12-2-2 34.30 33.40

metre0.63 mm thick81849 1-12-2-3 34.30 33.40

Extra for circular cutting in C.G.S. sheet roofing for making openingof areaexceeding 40 square decimeter

1-12-3

metre1.00 mm thick81850 1-12-3-1 230.90 224.80

metre0.80 mm thick81851 1-12-3-2 184.40 179.60

metre0.63 mm thick81852 1-12-3-3 184.40 179.60

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/m81853 1-12-4-1 626.00 620.60


Providing valleys of 90cm wide overall in plain G.S. sheet fixed withpolymer coatedJ, or L hooks, bolts and nuts 8mm dia.. G.I. limpet and bitumenwashers complete

1-12-5

metre1.60mm thick with zinc coating not less than 350gm/m81855 1-12-5-1 1,174.30 1,168.00

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 bitumen washercomplete,bent to shape and fixed in wall with cement mortar 1:3 (1 cement: 3coarse sand).

1-12-6




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Block 16Ukhimath

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 nuts 8mmdia.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.

81859 1-12-8 386.50 385.40

metreExtra for straight cutting in non- asbestos polypropylenereinforcedcement corrugated, semi-corrugated 6 mm thick sheet roofing formaking openings of area exceeding 40 square decimeter forchimneystacks, skylights etc.

81860 1-12-9 34.30 33.40

metreExtra for circular cutting in non-asbestos polypropylenereinforcedcement corrugated/semi-corrugated 6 mm thick sheet roofing formaking openings of area exceeding 40 square decimeter.

81861 1-12-10 94.70 92.30

metreExtra for providing and fixing wind ties of 40x 6mm flat iron section.81862 1-12-11 140.00 139.60

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 ridges81863 1-12-12-1 327.70 326.60

metrePlain wing adjustable ridges81864 1-12-12-2 327.70 326.60

metreClose fitting adjustable ridges81865 1-12-12-3 372.60 371.50

metreUnserrated adjustable hips81866 1-12-12-4 440.10 439.00

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 and bitumenwashers orwith self drilling fastener and EPDM washer etc. complete:

1-12-13



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polypropylenereinforced 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 and bitumenwashers orwith self drilling fastener and EPDM washer etc. complete:

metreCorrugated apron pieces81867 1-12-13-1 295.50 294.90

metreEave's filler pieces81868 1-12-13-2 205.20 204.60

metreNorth light curves81869 1-12-13-3 338.50 337.80

metreventilator curves81870 1-12-13-4 529.30 528.60

metreBarge boards81871 1-12-13-5 527.60 527.20

pairRidge finials81872 1-12-13-6 194.00 194.00

eachSpecial north light curves81873 1-12-13-7 679.60 678.90

metreS type louvers81874 1-12-13-8 314.30 311.50

metreProviding flat iron brackets 50x3mm size with necessary bolts, nutsandwashers etc. for fixing asbestos cement/G.S. sheets gutters withpurlins.

81875 1-12-14 118.60 118.10

Painting top of roofs with bitumen of approved quality at 17kg per 10sqmimpregnated with a coat of coarse sand at 60 cudm per 10 sqmincluding cleaningthe slab surface with brushes and finally with a piece of cloth lightlysoaked inkerosene oil complete

1-12-15

sq.mWith residual type petroleum bitumen of penetration 80/10081876 1-12-15-1 140.30 139.00

sq.mExtra for every additional 1 cm thickness of mud phaska81877 1-12-18 12.70 12.60

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% integralwaterproofing compound laid over a bed of 20 mm thick cement mortar1:4 (1cement : 4 coarse sand) and finished neat complete.

81878 1-12-20 649.70 644.50

eachMaking khurras 45x45 cm with average minimum thickness of5 cmcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstoneaggregate 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 the edgesandmaking and finishing the outlet complete.

81879 1-12-22 205.40 202.40



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aggregate 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 the edgesandmaking and finishing the outlet complete.

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 thick81880 1-12-23-1-1 449.90 444.80

White sand stone slab1-12-23-2

sq.mWhite sand stone slab 40 to 50 mm thick81881 1-12-23-2-1 478.20 473.20

Providing and fixing insulating board ceiling of approved quality withnecessarynails etc. complete (frame work to be paid separately)

1-12-24

Natural colour insulating board1-12-24-1

sq.m12 mm thick81882 1-12-24-1-1 569.00 563.70

White face insulating board1-12-24-2

sq.mWhite face insulating board 12 mm thick81883 1-12-24-2-1 685.10 679.90

Flame retardant face insulating board1-12-24-3

sq.mFlame retardant face insulating board 12 mm thick81884 1-12-24-3-1 627.00 621.80

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 thick81885 1-12-25-1 639.40 634.20

Providing and fixing plain multipurpose cement board (high pressuresteam 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 board81886 1-12-26-1 454.90 449.60

Extra for Circular cutting and waste in ceiling with1-12-27



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2nd class teak wood planks1-12-27-1

metre2nd class teak wood planks 20 mm thick81887 1-12-27-1-1 474.30 470.20

Natural colour insulating board1-12-27-2

metreNatural colour insulating board 12 mm thick81888 1-12-27-2-1 208.60 204.40

White face insulating board1-12-27-3

metreWhite face insulating board: 12 mm thick81889 1-12-27-3-1 223.10 218.90

Flame retardant face insulating board1-12-27-4

metreFlame retardant face insulating board: 12 mm thick81890 1-12-27-4-1 215.90 211.60

Standard quality hard board sheet1-12-27-5

metre3 mm thick81891 1-12-27-5-1 185.10 180.90

metre4.5 mm thick81892 1-12-27-5-2 188.90 184.70

sq.mExtra for providing and fixing ceiling to curved surfaces in narrowwidths

81893 1-12-28 169.50 165.00

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 & edges andtwocoats of synthetic enamel paint of approved quality on exposedfacefixed to a grid made out of anodised aluminium(with 15 micronanodiccoating) T-sections 35 x15x1.5 mm size main runners and crossrunners 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 adjusting hangersof 6mm dia M.S rod fixed to roof slab by means of ceiling cleats.Thesuspenders shall be placed 600x 1200 mm centre to centreincludingfixing to the frame with C.P brace screws and applying a priming coatofzinc chromate yellow primer (aluminium frame work shall bepaidseparately).

81894 1-12-29 374.80 369.60



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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.

81895 1-12-30 363.70 363.70

Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceilingupto a height of5 m above floor level over first class kail wood strips 25x6 mm with10 mm gap inbetween and reinforced with rabbit wire mesh fixed to wooden frame(frame workto be paid separately)

1-12-31

sq.mFlat surfaces81896 1-12-31-1 854.10 842.50

sq.mCurved surfaces81897 1-12-31-2 982.70 967.80

sq.mExtra for any sunk or raised mouldings in the plaster of Paris(Gypsumanhydrous) ceiling

81898 1-12-32 259.10 254.40

metreExtra for providing plaster of Paris (Gypsum anhydrous) ceilingabove 5 metreshight from floor level

81899 1-12-33 826.30 805.20

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.

81900 1-12-34 469.90 466.80

sq.mProviding and fixing thermal insulation with Resin Bonded Fibreglasswool 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.

81901 1-12-35 240.40 239.20

Thermal Insulation of roofing with Expanded polystyrene fixed withsuitable

1-12-36

sq.mWith Type N - Normal 50 mm thick81902 1-12-36-1 213.90 212.80

sq.mWith Type SE - Self Extinguishing type 50 mm thick81903 1-12-36-2 246.20 245.10

Providing and fixing 100 mm diameter and 60 cm long rain waterspout in cement

1-12-37



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eachStone ware spout81904 1-12-37-1 64.60 63.70

Providing and fixing M.S. holder bat clamps of approved design toC.I. or S.C.I, rain

1-12-38

each100 mm diameter81905 1-12-38-1 156.60 153.20

each150 mm diameter81906 1-12-38-2 164.30 160.90

Providing lead caulked joints to sand cast iron rain water pipes andfittings

1-12-39

each100 mm dia. Pipe81907 1-12-39-1 226.90 224.50

each150 mm dia. Pipe81908 1-12-39-2 311.50 308.50

Providing, fixing and embedding sand cast iron accessories for rainwater pipes

1-12-40

Sand cast iron plain shoes1-12-40-1

Nos.150 mm diameter81909 1-12-40-1-1 347.00 347.00

Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes

1-12-41

metre75 mm diameter81910 1-12-41-1 179.80 178.70


Providing and fixing on wall face unplasticised - PVC mouldedfittings/ accessories

1-12-42

Coupler1-12-42-1

each75 mm81912 1-12-42-1-1 268.10 268.10

each110 mm81913 1-12-42-1-2 458.70 458.70

Single push fit Coupler1-12-42-2

each75 mm81914 1-12-42-2-1 286.90 286.90

each110 mm81915 1-12-42-2-2 492.70 492.70

Single tee with door1-12-42-3

each75x75x75 mm81916 1-12-42-3-1 462.50 462.50

each110x110x110 mm81917 1-12-42-3-2 794.10 794.10

Single tee with door1-12-42-4

each75x75x75 mm81918 1-12-42-4-1 439.10 439.10

each110x110x110 mm81919 1-12-42-4-2 733.10 733.10

Bend 87.5°1-12-42-5



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each75 mm bend81920 1-12-42-5-1 191.90 191.90

each110 mm bend81921 1-12-42-5-2 323.80 323.80

Shoe (Plain)1-12-42-6

each75 mm Shoe81922 1-12-42-6-1 251.70 251.70

each110 mm Shoe81923 1-12-42-6-2 455.10 455.10

eachProviding and fixing to the inlet mouth of rain water pipe castirongrating 15 cm diameter and weighing not less than 440 grams.

81924 1-12-44 37.60 37.60

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

81925 1-12-46 98.60 98.60

sq.mProviding & fixing pressed clay tile (Mangalore tile) 20 mmnominalthickness and of approved size and as per approved pattern ceilingonsteel frame work complete (steel frame work to be paid separately).

81926 1-12-48 263.40 261.70

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).

81927 1-12-49 128.90 128.60

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 15-18 microns.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 sheet shallbefixed using self drilling /self tapping screws of size (5.5x55mm) withEPDM seal or with polymer coated J or L hooks, bolts and nuts8mmdiameter 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, raftersandtrusses and including cutting to size and shape wherever required.

81928 1-12-50 824.50 823.30



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diameter 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, raftersandtrusses and including cutting to size and shape wherever required.

10 cm thick (average)mud phaska of damped brick earth on roofs laidto slope consolidated and plastered with 25 mm thick mud mortarmixed with bhusa @ 35 kg per cum of earth and gobri leaping withmix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks,grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with2% of Integral water proofing compound by weight of cement andfinished neat. :

1-12-16

sq.mWith common burnt clay F.P.S.(non modular) brick tile of classdesignation 10.

81929 1-12-16-1 0.00 0.00

10 cm thick (average) mud phaska of damped brick earth on roofslaid to slope consolidated and plastered with 25 mm thick mud mortarmixed with bhusa @ 35 kg per cum of earth and gobri leaping withmix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks,grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with2% of Integral water proofing compound by weight of cement andfinished neat. :

1-12-17

sq.mWith machine moulded common burnt clay F.P.S. (non modular)brick tiles of class designation 12.5, conforming to IS 2690

81930 1-12-17-1 0.00 0.00

Providing and laying brick tiles over mumty roofs, grouted withcement mortor 1:3 (1 cement : 3 fine sand) mixed with 2% of integralwater proofing compound by weight of cement, over 12 mm layer ofcement mortar 1:3 (1 cement : 3 fine sand) and finished neat.

1-12-19

sq.mWith common burnt clay F.P.S. (non modular) brick tiles of classdesignation 10

81931 1-12-19-1 0.00 0.00

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10mm and down gauge)including finishing with cement mortar 1:3 (1 cement : 3 finesand) as per standard design : In 75x75mm deep chase

1-12-21

metreIn 75x75 mm deep chase81932 1-12-21-1 428.40 415.50

Providing and fixing unplasticised -PVC pipe clips of approveddesign to unplasticised - PVC rain water pipes by means of50x50x50mm hard wood plugs, screwed with M.S. screws ofrequired length including cutting brick work and fixing in cementmortar 1:4 (1 cement : 4 coarsesand) and making good the wall etc. complete. 75 mm

1-12-43

each75 mm81933 1-12-43-1 216.40 212.30



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each110 mm81934 1-12-43-2 202.10 198.40

Providing and fixing at all height false ceiling includingproviding and fixing of frame work made of special frame workmade of special sections, power pressed from M.S. sheets andglavanized with zinc coating of 12 gms/sqm (both side inclusive) asper IS:277 and consisting of angle cleats of size 25 mm wide x 1.6mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre tocentre, one flange fixed to the celling with dash fastener 12.5 mmdiax 50 mm long with 6 mm dia bolts other flanges of cleat fixed tothe angle hangers of 25x10x0.50 mm of required length with nuts &bolts of required size and other end of angle hanger fixed withintermediates G.I. channels 45x15x0.9 mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5 mm thick bottomwedge of 80 mm with tapered flanges of 26 mm each hacing lips of10.5 mm, at 450 mm centre to centre, shall be fixed in a directionperpendicular to G.I intermediate channel with connecting clips madeout of 2.64 mm dia x 230 mm long G.I. wire at every junction,including fixing perimeter channels 0.5 mm thick 27 mm high havingflanges of 20 mm and 30 mm long, the perimeter of ceiling fixed towall/partition with the help of raw plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing ofgypsum board to ceiling section and perimeter channel with the helpof dry wall screws of size 3.5x25 mm at 230 mm c/c, includingjointing and finishing to a flush finish of tapered and square edges ofthe board with recommended jointing compound, jointing tapes,finishing with jointing compound in 3 layers covering upto 150 mmor both sides of joint and two coats of primer suitable for board, all asper manufacturer's specification and also including the cost of makingopenings for light fittings,grills, diffusers, cutouts made with frame ofperimeter channels suitably fixed, all complete as per drawings,specification and direction of the Engineer -in-charge but excludingthe cost of painting with :

1-12-45

sq.m12.5 mm thick tapered edge gypsum plain board conforming to IS :2095- Part I.

81935 1-12-45-1 0.00 0.00

sq.m12.5 mm thick tapered edge gypsum fire resistant board conformingto IS : 2095- Part I.

81936 1-12-45-2 0.00 0.00

sq.m12.5 mm thick tapered edge gypsum moisture resistant board.81937 1-12-45-3 0.00 0.00

sq.mFully Perforated Gypsum Plaster Board of size 1200 x 2400 x 12.5mm having approx. 155 perforated area with perforation size andpattern as approved by the Engineer-in-charge and as permanufacturer's specification, with all 4 side tapered and backed byacoustical tissue with NRC value not less than 0.60

81938 1-12-45-4 0.00 0.00

Providing & fixing UV stabilised fiberglass reinforced plastic sheetroofing up to any pitch including fixing with polymer coated 'J'or 'L' hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washerscomplete but excluding the cost of purlins, rafters, trusses etc. Thesheets shall be manufactured out of 2400 TEX panel rovigsincorporating minimum 0.3% Ultra-violet stabiliser in resin systemunder approximately 2400 psi and hot cured. They shall be ofuniform pigmentation and thickness without air pockets and shallconform to IS 10192 and IS 12866.The sheets shall be opaque ortranslucent, clear or pigmented, textured or smooth as specified.

1-12-47



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complete but excluding the cost of purlins, rafters, trusses etc. Thesheets shall be manufactured out of 2400 TEX panel rovigsincorporating minimum 0.3% Ultra-violet stabiliser in resin systemunder approximately 2400 psi and hot cured. They shall be ofuniform pigmentation and thickness without air pockets and shallconform to IS 10192 and IS 12866.The sheets shall be opaque ortranslucent, clear or pigmented, textured or smooth as specified.

sq.m2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or6" ) as specified

81939 1-12-47-1 936.50 934.60

sq.m2 mm thick flat.81940 1-12-47-2 827.60 825.60

Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm + 5% total coated thickness (TCT), Zinc coating120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws or with polymer coated J or Lhooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain andbitumen washers complete :

1-12-51

metreRidges plain (500- 600 mm)81941 1-12-51-1 735.90 734.30

metreFlashings/ Aprons. (Upto 600 mm)81942 1-12-51-2 709.30 708.40

metreNorth light curves.81943 1-12-51-3 625.10 624.10

metreBarge board (Upto 300 mm)81944 1-12-51-4 446.20 445.60

sq.mCrimp curve81945 1-12-51-5 490.80 490.10

metreGutter ( 600 mm over all girth).81946 1-12-51-6 706.80 701.20

Providing and fixing Tiled False Ceiling of approved materialsof size 595x595 mm in true horizontal level suspended on interlocking metal grid of hot dipped galvanised steel sections(galvanized @120 gsm/sqm. both side inclusive) consisting of main"T" runner with suitably spaced at joints to get required length andof size 24x38mm made from 0.30mm thick (minimum) sheetspaced at 1200mm center to center and cross "T" of size 24x25mmmade of 0.30mm thick (minimum) sheet, 1200mm long spacedbetween main "T" at 600mm center to center to form a grid of1200x600 mm and secondary cross "T" of length 600mm andsize 24x25mm made of 0.30 mm thick (minimum) sheet to beinterlocked at middle of the 1200x600mm panel to form grids of600x600mm and wall angle of size 24x24x0.3 mm and laying falseceiling tiles of approved texture in the grid including, wherever,required, cutting/making, opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc. Main "T" runners to besuspended from ceiling using GI slotted cleats of size 27x37x25x1.6mm fixed to ceiling with 12.5 mm dia and 50mm long dashfasteners, 4mm GI adjustable rods with galvanised butterfly levelclips of size 85x30x0.8 mm spaced at 1200 mm center to centeralong main T, bottom exposed width of 24mm of all T-sectionsshall be pre-painted with polyester paint, all complete at allheights as per specifications drawings and as directed byEngineer-in-Charge.

1-12-52



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along main T, bottom exposed width of 24mm of all T-sectionsshall be pre-painted with polyester paint, all complete at allheights as per specifications drawings and as directed byEngineer-in-Charge.

sq.mGI Metal Celling Lay in plain Tegular edge Global white color tilesof size 595x595xmm, and 0.5 mm thick with 8 mm drop made of G.Isheet having galvanizing of 100 gms/sqm (both sides inclusive) andelectro statically polyester powder coated of thickness 60 microns(minimun), factory painted after bending.

81947 1-12-52-1 0.00 0.00

sq.mG.I. Metal Celling Lay in perforated Tegular edge global white colortiles of size 595x595 mm and 0.5 mm thick with 8 mm drop, made ofGI sheet having galvanizing of 100 gms/sqm (both sides inclusive)and 20% perforation area with 1.8 mm dia holes and having NRC(Noise Reduction Coefficient) of 0.5, electro statically polyesterpowder coated of thickness 60 microns (minimum), including factorypainted after bending and perforation and backed with a black Glassfiber acoustical fleece.

81948 1-12-52-2 0.00 0.00

sq.m12.5 mm thick square edge PVC Laminated Gypsum Tile of size595x595 mm, made of Gypsum plasterboard, manufactured fromnatural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side 12 micronmetalized polyester on the back side with all edges sealed with theface side PVC film which goes around and wraps the edges and isbonded to the edges and the back side metalized polyester film so asto make the tile a completely sealed unit.

81949 1-12-52-3 0.00 0.00

sq.m12.5 mm thick fully Perfotated Gypsum Boaed tile made fromplasterboard having glass fibre conforming to IS : 2095 part I, of size595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c withcenter borders of 48 mm and the side borders of 30 mm backed withnon woven tissue on the back side, having an NRC (Noise ReductionCoefficient) of 0.79, with 50 mm resin bonded glass wool backing.

81950 1-12-52-4 0.00 0.00

sq.mProviding and fixing 15 mm thick densified tegular edged ecofriendly light weight calcium sillicate false ceilling tiles of approvedtexture spintone /cosmos/Hexa or equivalent of size 595x595 mmm intrue horizontal level suspended on inter locking meral grid of hotdipped galvanised steel sections (galvanising @ 120 grams per sqmincluding both side) consisting of main "T" runner suitably spaced atjoints to get required length and of size 24x38 mm made from 0.33mm thick (minimum) sheet, spaced 1200 mm centre to centre , andcross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheer,1200 mm long spaced between main "T" at 600 mm centre to centreto form a grid of 1200x600 mm and secondary cross "T" of length600 mm and size 24x28 mm made of 0.33 mm thick (Minimum) sheetto be inter locked at middle of the 1200x600 mm panel to from gridof size 600x600 mm, resting on periphery walls/ partitions on aPerimeter wall angle Precoated steel of size (24x24x3000 mm madeof 0.40 mm thick (minimum) sheet with help of raw/ plugs at 450 mmcentre to centre with 25 mm long dry wall screws @ 230 mm intervaland laying 15 mm thick densified edges calicum sillicate ceilling tilesof approved texture (Spinstone/Cosmos/hexa) in the grid inclusing,cutting/making opening for services like diffusers, grills,light,fitting,fixtures, smoke detectors etc., whereever required, Main "T" runnersto be suspended from ceilling using G.I. slotted cleats of size25x35x1.6 mm fixed to ceilling with 12.5 mm dia and 50 mm longdash fasteners, 4 mm G.I. adjustable rods with galvanised steel levelclips of size 85x30x0.8 mm, spaced at 1200 mm centre to centrealong main "T" bottom exposed with 24 mm of all T-sections shall bepre-painted with polyster baked painr, for all heights, as perspecifications, drawings and as directed by Engineer-in-charge.NOTE :- Only calcium sillicate false ceilling area will be measuredfrom wall to wall. No deduction shall be made for exposedframes/opening (cut outs) having area less than 0.30 sqm. Thecalcium sillicate ceilling tile shall have NRC. value of 0.50(Minimum),light reflection >85% , non - combustible as per B.S.476 part IV, 100% humidity resistance and also having thermalconductivity <0.043w/m 0 KC.

81951 1-12-53 0.00 0.00



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of 0.40 mm thick (minimum) sheet with help of raw/ plugs at 450 mmcentre to centre with 25 mm long dry wall screws @ 230 mm intervaland laying 15 mm thick densified edges calicum sillicate ceilling tilesof approved texture (Spinstone/Cosmos/hexa) in the grid inclusing,cutting/making opening for services like diffusers, grills,light,fitting,fixtures, smoke detectors etc., whereever required, Main "T" runnersto be suspended from ceilling using G.I. slotted cleats of size25x35x1.6 mm fixed to ceilling with 12.5 mm dia and 50 mm longdash fasteners, 4 mm G.I. adjustable rods with galvanised steel levelclips of size 85x30x0.8 mm, spaced at 1200 mm centre to centrealong main "T" bottom exposed with 24 mm of all T-sections shall bepre-painted with polyster baked painr, for all heights, as perspecifications, drawings and as directed by Engineer-in-charge.NOTE :- Only calcium sillicate false ceilling area will be measuredfrom wall to wall. No deduction shall be made for exposedframes/opening (cut outs) having area less than 0.30 sqm. Thecalcium sillicate ceilling tile shall have NRC. value of 0.50(Minimum),light reflection >85% , non - combustible as per B.S.476 part IV, 100% humidity resistance and also having thermalconductivity <0.043w/m 0 KC.

Providing and fixing GI Clip in Metal Ceilling System of 600x600mm module which includes providing and fixing 'C' wall angle ofsize 20x30x20 mm made of 0.5 mm thick pre painted steel along theperimeter of the room with help of nylon sleeves and wooden screwsat 300 mm centre to centre, suspending the main C carrier of size10x38x10 mm made of G.I. steel 0.7 mm thick from the soffit withhelp of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mmand C carrier suspension clip and main carrier bracket at 100 mm c/c,Inverted triangle shaped Spring Tee having height of 24 mm andwidth of 34 mm made of GI steel 0.45 mm thick is then fixed to themain C carrier and in direction perpendicular to it at 600 mm centerswith help of suspension brackets. Whereever the main C carrier andspring T have to join, C carrier and spring T connectors have to beused. All sections to be galvanized @ 120 gms/sqm (both sideinclusive) Fixing with clip in tiles into spring "T" with :

1-12-54

sq.mGI Metal Ceiling Clip in plain Beveled edge global white color tilesof size 600x600 and 0.5 mm thick with 25 mm height, made of GIsheet having galvanizing of 100 gms/sqm (both sides inclusive) andelectro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending.

81952 1-12-54-1 0.00 0.00

sq.mGI Metal Ceiling Clip in plain Beveled edge global white color tilesof size 600x600 and 0.5 mm thick with 25 mm height, made of GIsheet having galvanizing of 100 gms/sqm (both sides inclusive) and20% perforation area with 1.8 mm dia holes and having NRC of 0.5,electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending and perforation.

81953 1-12-54-2 0.00 0.00



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sq.mProviding and fixing Heat Resistant Terrace Tiles (300mmx300mmx20 mm) with SRI (solar refractive index)>78, solarreflection>0.70 and initial emittance > 0.75 on waterproof and slopedsurface of terrace. laid on 20 mm thick cement sand mortar in theratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints withmix of white cement & marble powder in ratio of 1:1, includingrubbing and polishing of the surface upto 3 cuts complete, includingproviding skirting upto 150 mm height along the parapet walls in thesame manner.

81954 1-12-55 0.00 0.00

sq.mProvidng and laying roof insulation with 40 mm thick impervioussprayed, closed cell free Rigid Polyurethane foam over deckinsulation conforming to IS- 12432 Pt. III (density of form being40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqmper litre, laying 400 G polythene sheet over PUF spray and providinga wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 20 mm nominal size) in chequeredrough finish, in panels of 2.5 m x 2.5 m and embedding with 24 Gwire netting and sealing the joints with polymerized mastic, allcomplete as per direction of Engineer - in - charge.

81955 1-12-56 0.00 0.00

sq.mProviding and fixing thermal insulation with Resin Bonded Fibreglass wool conforming to IS : 8183 having density 24 kg/m3, 50 mmthick, wrapped in 200 G Virgin Polythene Bags fixed to wall withscrew, rawel plug & washers and held in position by criss crossing GIwire etc. complete as per directions of Engineer-in-Charge.

81956 1-12-57 0.00 0.00

Specification:



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12 mm cement plaster of mix1-13-1

sq.m1:4 (1 cement : 4 fine sand)81957 1-13-1-1 166.50 163.90


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)81960 1-13-2-2 173.10 170.30


sq.m1:4 (1 cement : 4 find sand)81961 1-13-3-1 219.30 216.40

sq.m1:6 (1 cement : 6 find sand)81962 1-13-3-2 209.90 206.50




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)81965 1-13-5-1 195.80 192.90





12 mm cement plaster finished with a floating coat of neat cement ofmix

1-13-7

sq.m1:3 ( 1 cement : 3 fine sand)81969 1-13-7-1 214.50 211.20

sq.m1:4 (1 cement: 4 fine sand)81970 1-13-7-2 198.80 195.60

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 a floatingcoat of neatcement.

1-13-9



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sq.m12mm cement plaster.81973 1-13-9-1 215.10 211.90

sq.m20 mm cement plaster81974 1-13-9-2 289.90 285.70

sq.m15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finishedwith afloating coat of neat cement on the rough side of single or halfbrickwall.

81975 1-13-10 260.60 256.80

sq.m18 mm cement plaster in two coats under layer 12 mm thickcementplaster 1:5 (1 cement: 5 coarse sand) finished with a top layer6mmthick cement plaster 1:6 (1 cement: 6 fine sand).

81976 1-13-11 237.00 233.10

sq.m18 mm cement plaster in two coats under layer 12 mm thickcementplaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mmthickcement plaster 1:3 (1 cement: 3 coarse sand) finished roughwithsponge.

81977 1-13-12 239.00 235.10

sq.m12 mm cement plaster 1:2 (1 cement: 2 stone dust)81978 1-13-13 226.90 222.70

sq.m15 mm cement plaster 1:2 (1 cement: 2 stone dust) on the rough sideof single or half brick wall.

81979 1-13-14 266.80 261.80

sq.m20 mm cement plaster 1:2 (1 cement: 2 stone dust)81980 1-13-15 331.70 325.70



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.

81982 1-13-17 177.00 174.10

sq.mNeat cement punning81983 1-13-18 45.00 44.30

Rough cast plaster upto 10m height above ground level with amixture of sand andgravel or crushed stone from 6mm to 10mm nominal size dashed overand includingthe fresh plaster in two layers, under layer 12mm cement plaster 1:4(1 cement: 4coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 finesand) mixedwith 10% finely grounded hydrated lime by volume of cement.

1-13-19



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sq.mOrdinary cement finish using ordinary cement81984 1-13-19-1 430.60 422.70

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 fine sand)mixedwith 10% finely grounded hydrated lime by volume of cement.

81985 1-13-20 388.10 380.90

sq.mExtra for providing and mixing water proofing material in cementplaster work in proportion recommended by the manufacturers.

81986 1-13-21 39.00 39.00

sq.mExtra for plastering exterior walls of height more than 10 m fromgroundlevel for every additional height of 3 m or part thereof.

81987 1-13-22 34.90 34.30

Extra for plastering on circular work not exceeding 6 m in radius1-13-23

sq.mIn two coats81988 1-13-23-2 27.80 27.10

sq.mIn one coat81989 1-13-23-1 18.20 17.70

Extra for plastering done on moulding cornices or architravesincluding neat finish to line and level

1-13-24

sq.mIn one coat81990 1-13-24-1 261.40 254.60

sq.mIn two coats81991 1-13-24-2 431.30 420.00

Extra for plastering1-13-25

sq.mSpherical ceiling81992 1-13-25-1 67.90 66.20

sq.mGroined ceiling81993 1-13-25-2 73.80 72.00

sq.mFlewing soffits81994 1-13-25-3 44.50 43.40

sq.mProviding and applying plaster of paris putty of 2 mm thicknessoverplastered surface to prepare the surface even and smooth complete

81995 1-13-26 111.30 109.20

sq.mExtra for lining out plaster to imitate stone or concrete blocks walling81996 1-13-27 42.20 41.10

12 mm thick plain cement mortar bands in cement mortar 1:4 (1cement: 4 fine sand)

1-13-28

metreFlush Band81997 1-13-28-1 3.10 3.00

metreSunk Band81998 1-13-28-2 3.40 3.30

metreRaised Band81999 1-13-28-3 3.90 3.80



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metreMoulded Band82000 1-13-28-4 6.40 6.20

18 mm thick plain cement mortar bands in cement mortar 1:4 (1cement: 4 fine sand)

1-13-29

metreFlush Band82001 1-13-29-1 4.00 3.90

metreSunk Band82002 1-13-29-2 4.30 4.20

metreRaised Band82003 1-13-29-3 4.90 4.80

metreMoulded Band82004 1-13-29-4 8.70 8.50

metre18 mm thick moulded cement mortar band in two coats under layer12mm thick with cement mortar 1:5 (1cement: 5 coarse sand) toplayer 6mm thick with cement mortar 1:4 (1 cement: 4 fine sand).

82005 1-13-30 8.60 8.40

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.82006 1-13-31-1 97.10 95.10

sq.mRaised and cut pointing82007 1-13-31-2 162.20 158.70

Pointing on tile brick work with cement mortar 1:3 (1 cement :3 finesand)

1-13-32

sq.mFlush/ Ruled/ Struck or weathered pointing82008 1-13-32-1 133.80 131.10

Pointing on stone work with cement mortar 1:3 (1 cement :3 finesand)

1-13-33

sq.mFlush/ Ruled pointing82009 1-13-33-1 138.60 135.40

sq.mRaised and cut pointing82010 1-13-33-2 256.40 250.40

sq.mRaised and cut pointing on stone work in white cement mortar1:3 (1white cement: 3 marble dust)

82011 1-13-34 280.20 274.00

sq.mPointing on stone slab ceiling with cement mortar 1:2 (1 cement: 2finesand): Flush/ Ruled pointing

82012 1-13-35 79.20 77.40

sq.mExtra for pointing on walls on the outside at height more than 10 mfromground level for every additional height of 3 m or part there of

82013 1-13-36 5.30 5.30

sq.mSatna lime wash on walls one coat82014 1-13-38 5.40 5.20

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

82015 1-13-39-1 18.20 17.90

sq.mNew work (two or more coats) with a base coat of whiting82016 1-13-39-2 18.50 18.10



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sq.mDistempering with dry distemper of approved brand andmanufacture(two or more coats) and of required shade on new work, overandincluding priming coat of whiting to give an even shade.

82017 1-13-40 60.80 59.50

Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade

1-13-41

sq.mNew work (two or more coats) over and including priming coat withcement primer

82018 1-13-41-1 101.50 99.70

Distempering with 1st quality acrylic washable distemper (readymade) of approvedmanufacturer and of required shade and colour complete, as permanufacturer’sspecification

1-13-42

sq.mTwo or more coats on new work.82019 1-13-42-1 55.90 55.00

Applying one coat of cement primer of approved brand andmanufacture on wall surface

1-13-43

sq.mCement primer82020 1-13-43-1 37.90 37.20

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).82021 1-13-44-1 54.20 53.30

Finishing walls with textured exterior paint of required shade1-13-45

sq.mNew work (Two or more coats applied @ 3.28 ltr/10 sqm) overand including base coat of water proofing cement paint applied @2.20kg/10 sqm.

82022 1-13-45-1 141.90 140.80

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).

82023 1-13-46-1 70.50 70.10

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. over andincluding base coat of water proofing cement paint applied @ 2.20kg/ 10 sqm).

82024 1-13-47-1 65.70 65.30

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 including onecoat of Special primer applied @0.75 ltr/10 sqm.

82025 1-13-48-1 102.70 101.50

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

82026 1-13-48-2 89.60 88.40



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required 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

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

82027 1-13-48-3 90.20 89.10

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

82028 1-13-49 -0.60 -0.60

Applying priming coat1-13-50

sq.mWith ready mixed pink or Grey primer of approved brand andmanufacture on wood work (hard and soft wood)

82029 1-13-50-1 34.30 33.70

sq.mWith ready mixed aluminium primer of approved brand andmanufacture on resinous wood and plywood

82030 1-13-50-2 43.00 42.40

sq.mWith ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel galvanisediron/steel works

82031 1-13-50-3 32.90 32.40

sq.mWith ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel work (secondcoat)

82032 1-13-50-4 18.60 18.30

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 work82033 1-13-52-1 124.40 122.70

sq.mOn concrete work82034 1-13-52-2 123.50 121.80

Painting on G.S. sheet with synthetic enamel paint of approved brandandmanufacture of required colour to give an even shade

1-13-53

sq.mNew work (two or more coats) including a coat of approved steelprimer but excluding a coat of mordant solution.

82035 1-13-53-1 89.10 87.70

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 water82036 1-13-54-1 31.30 30.80

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.

82037 1-13-54-2 26.40 25.90

Painting (two or more coats) on rain water, soil, waste and vent pipesand fittings with black anticorrosive bitumastic paint approved brandand manufacture over and including a priming coat of readymixedzinc chromate yellow primer onnew work

1-13-55



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and manufacture over and including a priming coat of readymixedzinc chromate yellow primer onnew work

metre100 mm diameter pipes82038 1-13-55-1 35.00 34.40


Painting (two or more coats) on rain water, soil, waste and vent pipesand fittingswith synthetic enamel paint of approved brand and manufacture andrequired colourover a priming coat of approved steel primer on new work.

1-13-56



Painting with oil type wood preservative of approved brand andmanufacture

1-13-57

sq.mNew work (Two or more coats )82042 1-13-57-1 22.50 22.20

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.

82043 1-13-58 289.20 288.00

sq.mCoal tarring two coats on new work using 0.16 and 0.12 litre coal tarpersqm in the first coat and second coat respectively.

82044 1-13-59 23.70 23.30

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 work82045 1-13-60-1 94.60 93.40

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 suitable shadewith ordinarypaint of approved brand and manufacture.

82047 1-13-62-1 114.20 112.50

Painting with aluminium enamel paint of approved brand andmanufacture to givean even shade

1-13-63



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manufacture to givean even shade


Painting with acid proof paint of approved brand and manufacture togive an even shade

1-13-64


Painting with black anti-corrosive bitumastic paint of approved brandand manufacture to give an even shade

1-13-65


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.

82052 1-13-67-1 128.60 126.60

sq.mTwo or more coats glue sizing with spar varnish or an undercoat of flatting varnish.

82053 1-13-67--2 117.30 115.30

French spirit polishing1-13-68

sq.mTwo or more coats on new works including a coat of wood filler.82054 1-13-68-1 215.50 210.60

Polishing on wood work with ready made wax polish of approvedbrand and manufacture

1-13-69

sq.mNew work82055 1-13-69-1 79.90 78.10

sq.mFloor polishing on masonry or concrete floors with wax polishofapproved brand and manufacture.

82056 1-13-70 38.30 37.40

metreLettering with black Japan paint of approved brand and manufacture82057 1-13-71 39.30 38.20

sq.mWashed stone grit plaster on exterior walls of height upto 10 M.above level in two layers, under layer 12mm cement plaster 1:4 (1cement: 4 coarse sand ) furrowing the under layer withscratching tool,applying cement slurry on the under layer @ 2 Kgof cement per square metre,top layer 15mm cement plaster 1:1/2:2(1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) inpanels with groove all around as per approved pattern includingscrubbing and washing, the top layer with brushes and water toexpose the stone chippings ,complete as per specification anddirection of Engineer-in- charge (Payment for providing groovesshall be made separately).

82058 1-13-72 582.60 571.70

Forming groove of uniform size in the top layer of washed stone gritplaster 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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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 groove82059 1-13-73-1 31.00 30.40

metre20 mm wide and 15 mm deep groove82060 1-13-73-2 31.60 31.00

sq.mExtra for washed grit plaster on exterior walls of height more than10m from ground level for every additional height of 3 m or partthereof.

82061 1-13-74 78.90 78.10

sq.mExtra for washed stone grit plaster on circular work not exceeding 6minradius (in two coats).

82062 1-13-75 53.60 52.50

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, repairs totheedges of plaster panel and finishing the groove complete as perspecifications and direction of the Engineer-in-Charge.

82063 1-13-76 31.00 30.40

sq.mExtra for using white cement in place of ordinary cement in the toplayerof the item of washed st

82064 1-13-77 100.90 100.90

sq.mProviding and applying 12 mm thick (average) premixed formulatedonecoat gypsum lightweight pl

82065 1-13-78 242.20 239.50

kilogramExtra 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 fibre for50 kg cement used as per directions of engineer in charge.(Rates arefor per kg of cement used in the plaster)

82066 1-13-79 1.10 1.10

White washing with lime to give an even shade :1-13-37

sq.mNew work (three or more coats)82067 1-13-37-1 0.00 0.00

Painting with silicon & acrylic emulsion based water thinnable sealerof approved brand and manufacture on wet or patchy portion ofplastered surfaces :

1-13-51

sq.mOne Coat82068 1-13-51-1 0.00 0.00

sq.mTwo Coats82069 1-13-51-2 0.00 0.00



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sq.mProviding and applying white cement based putty of averagethickness 1 mm of approved brand and manufacturer, over theplastered wall surface to prepare the surface even and smoothcomplete.

82070 1-13-80 0.00 0.00

Distempering with 1st quality acrylic distemper, having VOC(Volatile Organic Compound) content less than 50 grams/litre ofapproved brand and manufacture, including applying additional coatswherever required, to achieve even shade and colour.

1-13-81

sq.mOne Coat82071 1-13-81-1 0.00 0.00

sq.mTwo Coat82072 1-13-81-2 0.00 0.00

Wall painting with acrylic emulsion paint, having VOC (VolatileOrganic Compound) content less than 50 grams/litre, of approvedbrand and manufacture, including applying additional coats whereverrequired , to achieve even shade and colour.

1-13-82

sq.mOne Coat82073 1-13-82-1 0.00 0.00

sq.mTwo Coat82074 1-13-82-2 0.00 0.00

Wall painting with premium acrylic emulsion paint f interior grade,having VOC (Volatile Organic Compound) content less than50grams/litre. of approved brand and manufacture , includingapplying additional coats wherever required to achieve even shadeand colour.

1-13-83

Panting with synthetic enamel paint, having VOC (Volatile OrganicCompound) content less than 150 grams/litre. of approved brand andmanufacture, including applying additional coats wherever requiredto achieve even shade and colour.

1-13-84

sq.mOne coat.82075 1-13-84-1 0.00 0.00

sq.mTwo coat.82076 1-13-84-2 0.00 0.00

Applying priming coats with primer of approved brand andmanufacture, having low VOC (Volatile Organic Compound) content.

1-13-85

sq.mWith ready mixed pink or grey primer on wood work (hard and softwood) having VOC content less than 50 grams/litre.

82077 1-13-85-1 0.00 0.00

sq.mWith ready mixed red oxide zinc chromatic on steel/iron workshaving VOC content less than 250 grams/litre.

82078 1-13-85-2 0.00 0.00

sq.mWith water thinnable cement primer on wall surface having VOCcontent less than 50 grams/litre.

82079 1-13-85-3 0.00 0.00

Specification:



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Block 16Ukhimath

Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5sq. metres

1-14-1

sq.mWith cement mortar 1:4 (1 cement: 4 fine sand)82080 1-14-1-1 249.70 245.40

sq.mWith cement mortar 1:4(1 cement: 4 coarse sand).82081 1-14-1-2 248.10 243.60

Fixing chowkhats in existing opening including embeddingchowkhats in floors or walls cutting masonry for holdfasts embeddinghold fasts in cement concrete blocks with cement concrete 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) painting two coats of approved wood preservative to sides ofchowkhats and making good the damages to walls and floors asrequired complete including disposal of rubbish to the dumpingground within 50 metres lead

1-14-2

eachDoor chowkhats82082 1-14-2-1 814.80 797.80

eachWindow chowkhats82083 1-14-2-2 500.40 489.10

eachClerestory window chowkhats82084 1-14-2-3 340.90 333.30

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 vertical memberofwindow 1.20 metre height as per CPWD specification including Costofdash fasteners/ chemical fastener.

82085 1-14-3 152.80 152.30

Making the opening in brick masonry including dismantling in flooror walls by cuttingmasonry and making good the damages to walls, flooring and jambscomplete tomatch existing surface i/c disposal of mulba/ rubbish to the nearestdumping ground.

1-14-4

sq.mFor door/ window/ clerestory window.82086 1-14-4-1 445.50 435.00

Renewing glass panes, with putty and nails wherever necessary1-14-5

sq.mFloat glass panes of thickness 4 mm82087 1-14-5-1 705.40 701.60

sq.mFloat glass panes of thickness 5.5 mm82088 1-14-5-2 988.00 984.20

Renewing glass panes, with wooden fillets wherever necessary1-14-6


sq.mFloat glass panes of thickness 5.5 mm82090 1-14-6-2 1,202.30 1,193.70



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Block 16Ukhimath

Renewing glass panes and refixing existing wooden fillets1-14-7


sq.mFloat glass panes of thickness 5.5 mm82092 1-14-7-2 1,016.70 1,011.70

Supplying and fixing new wooden fillets wherever necessary1-14-8

metre2nd class teak wood fillets82093 1-14-8-1 166.40 165.80

metreSheesham wood fillets.82094 1-14-8-2 141.50 141.00

metreRenewal of old putty of glass panes (length)82095 1-14-9 22.90 22.40

sq.mRefixing old glass panes with putty and nails82096 1-14-10 237.40 232.40

sq.mFixing old glass panes with wooden fillets (excluding cost of fillets)82097 1-14-11 190.90 185.90

eachProviding and fixing 16 mm M.S. Fan clamps of standard shapeandsize in existing R.C.C. slab including cutting chase and makinggoodand painting exposed portion of the clamps complete.

82098 1-14-12 239.80 235.70

sq.mRegrading terracing of mud phaska covered with tiles or brick,incement by dismantling tiles or bricks, removing mud plasterpreparingthe surface of mud phaska to proper slope relaying mud plastergobrileaping and tiles or bricks, grouted in cement mortar 1:3 (1cement : 3fine sand) including replacing unserviceable tiles or bricks withnewones and disposal of unserviceable material to the dumping ground(thecost of the new tiles or brick excluded) within 50 metres lead.

82099 1-14-13 288.80 282.30

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 rubbish todumping ground within 50 metres of lead

1-14-14

sq.mRed/ white sand stone slabs 30 to 50 mm thick.82100 1-14-14-1 517.70 511.10

Renewing wooden battens in roofs, including making good the holesin wall andpainting with oil type wood preservative of approved brand andmanufacturecomplete including removal of rubbish to the dumping ground within50 metreslead

1-14-15

cu.mSal wood battens.82101 1-14-15-1 82,850.10 82,706.60



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Block 16Ukhimath

Renewing wooden beams in roofs including making good the holes inwalls andpainting with oil type wood preservative of approved brand andmanufacturecomplete including removal of rubbish to the dumping ground within50 metreslead

1-14-16

Renewing wooden beams(not exceeding 4.00 in length) in roof.1-14-16-1

cu.mRenewing sal wood beams(not exceeding 4.00 in length) in roof82102 1-14-16-1-1 92,546.40 92,349.00

cu.mRenewing Sheesham wood beams(not exceeding 4.00 in length) inroof

82103 1-14-16-1-2 1,18,093.90 1,17,957.80

Renewing wooden beams(above 4.00 metres and upto 5.00 metreslength).

1-14-16-2

cu.mRenewing sal wood beams(above 4.00 metres and upto 5.00 metreslength).

82104 1-14-16-2-1 92,960.20 92,747.50

cu.mRenewing Sheesham wood beams(above 4.00 metres and upto 5.00metres length).

82105 1-14-16-2-2 1,18,513.50 1,18,360.00

sq.mRaking out joints in lime or cement mortar and preparing the surfaceforre-pointing or replastering including disposal of rubbish to thedumpingground within 50 metres lead.

82106 1-14-17 20.80 20.20

Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixedwith 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 tiles82107 1-14-18-1 53.80 52.70

sq.mWith modular brick tiles82108 1-14-18-2 55.00 53.90

kilogramTaking out wind ties from roof including cutting out rustedbolts, nutsetc. and removing materials to any distance within compoundandstacking.

82109 1-14-19 1.80 1.80

metreFixing of old wind tie with new fittings including painting twoor morecoats with anticorrosive bitumastic paint of approved brand &manufacturer over and including priming coat of ready mixedzincchromate yellow primer of approved brand.

82110 1-14-20 545.60 545.10

kilogramRenewing bottom rail and/or top runner of collapsible gateincludingmaking good all damages and applying priming coat of zincchromateyellow primer of approved brand and manufacturer.

82111 1-14-21 153.60 151.50



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Rate In (Rs.)



Rate

Block 16Ukhimath

includingmaking good all damages and applying priming coat of zincchromateyellow primer of approved brand and manufacturer.

Renewing Wrought iron or M.S. Wheel or roller of steel door or gateand fitting andfixing the same with necessary clamps, nuts and bolts/welding anderection etc.complete.

1-14-22

cmWheel 50 mm dia. and below82112 1-14-22-1 125.10 124.90

cmWheel above 50 mm dia.82113 1-14-22-2 198.20 197.60

Killo LitrePumping out water caused by springs,tidal or river seepage, brokenwater mains or drains and the like.

82114 1-14-23 104.20 102.80

cu.mMud mortar82115 1-14-24 544.30 537.80

cu.mBrick work with bricks of class designation 75 in mud mortar82116 1-14-25 5,995.00 5,911.40

Providing and fixing 25 mm thick shutters for cup board etc.1-14-26

Panelled or panelled & glazed shutters1-14-26-1

sq.mProviding and fixing 25 mm thick shutters for cup board etc. :Panelled or panelled & glazed shutters : Superior class teak woodincluding nickel plated bright finished M.S. piano hinges withnecessary screws.

82117 1-14-26-1-1 3,461.50 3,440.70

sq.mIst class teak wood including nickel plated bright finishedM.S. piano hinges with necessary screws.

82118 1-14-26-1-2 3,524.50 3,503.70


sq.mSuperior class teak wood including nickel plated bright finishedM.S. piano hinges with necessary screws.

82119 1-14-26-2-1 3,548.30 3,531.60

sq.mIst class teak wood including nickel plated bright finishedM.S. piano hinges with necessary screws.

82120 1-14-26-2-2 3,616.10 3,599.30

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 fixing 50x12mmbeadingcomplete with

1-14-27

sq.mSecond class teak wood.82121 1-14-27-1 1,618.00 1,614.50

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



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Block 16Ukhimath

necessarycomplete.

metre20 mm diameter.82122 1-14-28-1 158.50 158.20

metre25 mm diameter.82123 1-14-28-2 180.80 180.50

kilogramProviding and fixing M.S. round or square bars with M.S. flats atrequired spcing in wooden frames of windows and clerestorywindows.

82124 1-14-29 68.10 67.80

Providing joists (karries) including hoisting fixing in position andapplying wood preservative on unexposed surface etc.complete with

1-14-30

cu.mSal wood.82125 1-14-30-1 82,114.50 81,970.20

cu.mSheesham wood.82126 1-14-30-2 1,05,358.60 1,05,268.20

Providing and fixing bright finished brass single acting spring hingeswith necessaryscrews etc. complete

1-14-31

each150 mm82127 1-14-31-1 399.70 399.00

each125 mm82128 1-14-31-2 341.00 340.30

each100 mm82129 1-14-31-3 220.00 219.20

Providing and fixing bright finished brass double acting spring hingeswith necessaryscrews etc. complete

1-14-32

each150 mm82130 1-14-32-1 634.30 633.60

each125 mm82131 1-14-32-2 458.40 457.60

each100 mm82132 1-14-32-3 395.90 395.20

Providing and fixing bright finished brass flush bolts with necessaryscrews etc.complete

1-14-33

each250 mm82133 1-14-33-1 182.80 182.50

each150 mm82134 1-14-33-2 157.50 157.20

each100 mm82135 1-14-33-3 116.40 116.10

eachProviding and fixing 150 mm bright finished floor brass doorstopperwith rubber cushion, screws etc. to suit shutter thickness complete

82136 1-14-34 200.90 200.80

Providing and fixing bright finished brass hard drawn hooks and eyes1-14-35

each300 mm82137 1-14-35-1 85.60 85.50

each250 mm82138 1-14-35-2 82.70 82.60

each200 mm82139 1-14-35-3 76.80 76.70



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Rate In (Rs.)



Rate

Block 16Ukhimath

each150 mm82140 1-14-35-4 73.90 73.80

each100 mm82141 1-14-35-5 62.20 62.10

eachProviding and fixing bright finished brass fan light pivot withnecessaryscrews etc. complete.

82142 1-14-36 34.40 34.30

eachProviding and fixing 300 mm long bright finished brass chain withhookfor fan light including necessary screws etc. complete.

82143 1-14-37 45.40 45.20

eachProviding and fixing bright finished brass quadrant stay 300mmlongwith necessary screws etc. complete.

82144 1-14-38 151.00 150.80

eachProviding and fixing bright finished brass helical door spring(superiorquality).

82145 1-14-39 391.80 391.10

Providing and fixing chromium plated brass butt hinges withnecessary screwsetc. complete.

1-14-40

each125x70x4 mm (ordinary type)82146 1-14-40-1 133.50 133.20

each100x70x4 mm (ordinary type)82147 1-14-40-2 108.50 108.30

each75x65x4 mm (heavy type)82148 1-14-40-3 133.20 132.90

each75x40x2.5 mm (ordinary type)82149 1-14-40-4 71.60 71.30

each50x40x2.5 mm (ordinary type)82150 1-14-40-5 31.00 30.90

eachProviding and fixing 85x42mm chromium plated brass pull bolt lockwithnecessary screws, nuts, bolts and washers etc. complete.

82151 1-14-41 146.70 143.20

sq.mRemoving white or colour wash by scrapping and sand paperingandpreparing the surface smooth including necessary repairs toscratchesetc. complete

82152 1-14-43 6.00 5.90

sq.mDistempering with dry distemper of approved brand andmanufacture(one or more coats) and of required shade on old work to give anevenshade.

82153 1-14-44 32.20 31.60

sq.mRemoving dry or oil bound distemper, water proofing cement paintandthe like by scrapping, sand papering and preparing the surfacesmoothincluding necessary repairs to scratches etc. complete.

82154 1-14-46 7.90 7.80



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Rate

Block 16Ukhimath

including necessary repairs to scratches etc. complete.

metrePainting (two or more coats) on rain water, soil, waste and ventpipesand fittings with black anticorrosive bitumastic paint of approvedbrandand manufacture over and including a priming coat of ready mixedzincchromate yellow primer on new work : 75 mm diameter pipes

82155 1-14-48 26.20 25.70

sq.mPainting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade : One or morecoats on old work.

82156 1-14-54 52.30 51.60

sq.mPainting (one or more coats) with black Japan paint of approvedbrandand manufacture to give an even shade.

82157 1-14-61 41.20 40.50

sq.mMelamine polishing on wood work (one or more coat).82158 1-14-70 88.70 88.00

sq.mVarnishing with flatting varnish of approved brand and manufactureoneor more coats on old work.

82159 1-14-71 55.20 54.40

sq.mProviding and fixing double scaffolding system (cup lock type)on theexterior side, up to seven story height made with 40mm dia. M.S.tube1.5 m centre to centre horizontal & vertical tubes joining with cup &locksystem with M.S. tubes, M.S. tube challies, M.S. clamps 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 system shallbestiffened with bracings, runners, connection with the building etcwherever required for inspection of work at required locationswithessential safety features for the workmen etc. complete as perdirections 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.

82160 1-14-72 310.20 309.30

metrePainting(one or more coats) on rain water,soil, waste and vent pipesand fittings with black anticorrosive bitumastic paint approved brandand manufacture on old work : 150 mm diameter pipes

82161 1-14-68-2 22.40 22.00

sq.mWhite washing with lime to give an even shade : Old work (two or more coats)

82162 1-14-42-1 8.40 8.20



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Rate

Block 16Ukhimath

Old work (two or more coats)

sq.mOld work (one or more coats)82163 1-14-42-2 51.50 50.60

sq.mFinishing walls with Premium Acrylic Smooth exterior paint withSiliconeadditives of required shade Old work (Two or more coats applied@ 1.43 ltr/ 10 sqm)over existing cement paint surface.

82164 1-14-67-1 72.30 71.40

metrePainting(one or more coats) on rain water,soil, waste and vent pipesand fittings with black anticorrosive bitumastic paint approved brandand manufacture on old work : 100 mm diameter pipes

82165 1-14-68-1 15.70 15.40

White washing with lime to give an even shade :1-14-42

sq.mOld work (two or more coats)82166 1-14-42-1 8.40 8.20


Painting (one or more coats) on rain water, soil, waste and vent pipesand fittingswith synthetic enamel paint of approved brand and manufacture andrequiredcolour on old work :

1-14-51

sq.m75 mm diameter pipes82168 1-14-51-1 15.20 15.00



cmRe-lettering with black Japan paint of approved brand andmanufacture

82171 1-14-60 1.40 1.40

Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade : Old work (one or morecoats)

1-14-45


Painting on G.S. sheet with synthetic enamel paint of approvedbrand and manufacture of required colour to give an even shade :Old work (one or more coats)

1-14-47


Painting (two or more coats) on rain water, soil, waste and ventpipes and fittings with black anticorrosive bitumastic paint ofapproved brand and manufacture over and including a priming coat ofready mixed zinc chromate yellow primer on new work :

1-14-48

metre 75 mm diameter pipes82174 1-14-48-1 0.00 0.00

Painting (one or more coats) on rain water, soil, waste and ventpipes and fittings with black anticorrosive bitumastic paint ofapproved brand and manufacture on old work :

1-14-49



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Block 16Ukhimath

approved brand and manufacture on old work :




Painting (two or more coats) on rain water, soil, waste and ventpipes and fittings with aluminium paint of approved brand andmanufacture over a priming coat of ready mixed zinc chromateyellow primer on new work :

1-14-50




Painting with oil type wood preservative of approved brand andmanufacture :

1-14-52


Wall painting with plastic emulsion paint of approved brand andmanufacture to give an even shade :

1-14-53

sq.mOne or more coats on old work.82182 1-14-53-1 0.00 0.00

Painting with aluminium paint of approved brand andmanufacture to give an even shade :

1-14-55


Painting with acid proof paint of approved brand andmanufacture of required colour to give an even shade :

1-14-56

sq.m One or more coats on old work.82184 1-14-56-1 0.00 0.00

Painting with black anti-corrosive bitumastic paint of approvedbrand and manufacture to give an even shade :

1-14-57


French spirit polishing :1-14-58


Polishing on wood work with ready made wax polish of approvedbrand and manufacture :

1-14-59

sq.mOld work82187 1-14-59-1 0.00 0.00

Providing and fixing C.P. brass chain and rubber plug complete forsink or wash basin :

1-14-62

each32 mm dia82188 1-14-62-1 0.00 0.00



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Rate In (Rs.)



Rate

Block 16Ukhimath

each40 mm dia82189 1-14-62-2 0.00 0.00

Distempering with 1st quality acrylic washable distemper (readymade) of approved manufacturer and of required shade and colourcomplete. as per manufacturer's specification.

1-14-63

sq.m One or more coats on old work.82190 1-14-63-1 0.00 0.00

Finishing walls with water proofing cement paint of required shade :1-14-64

sq.mOld work (one or more coats applied @ 2.20 kg/10 sqm) overpriming coat of primer applied @ 0.80 litrs/10 sqm completeincluding cost of Priming coat.

82191 1-14-64-1 0.00 0.00

sq.mOld work (one or more coats @ 2.20kg/10sqm) complete.82192 1-14-64-2 0.00 0.00

Finishing walls with textured exterior paint of required shade :1-14-65

sq.mOld work (Two or more coats on existing cement paint surfaceapplied @ 3.28 ltr/10 sqm.

82193 1-14-65-1 0.00 0.00

sq.mOld work (One or more coats) applied @ 1.82 ltr/10 sqm.82194 1-14-65-2 0.00 0.00

Finishing walls with Acrylic Smooth exterior paint of required shade :1-14-66

sq.mOld work (Two or more coat applied @ 1.67 ltr/ 10 sqm) onexisting cement paint surface).

82195 1-14-66-1 0.00 0.00

sq.mOld work (One or more coat applied @ 0.90 ltr/10 sqm).82196 1-14-66-2 0.00 0.00

Varnishing with varnish of approved brand and manufacture:1-14-69

sq.mOne or more coats with copal varnish.82197 1-14-69-1 0.00 0.00

sq.mOne or more coats with spar varnish.82198 1-14-69-2 0.00 0.00

kilogramProviding and fixing bright finished brass casement window fastenersor peg stay to windows/ventilators with necessary welding andmachine screws etc. complete

82199 1-14-73 0.00 0.00

eachProviding and fixing 14 mm bright finished brass spring catch to steelcentre hung ventilators with necessary welding and machine screwsetc. complete.

82200 1-14-74 0.00 0.00

Specification:



20/06/14 7:21 of 221

Chapter Name Dismantling & Demolishing

Rate In (Rs.)



Rate

Block 16Ukhimath

cu.mDemolishing lime concrete manually/ by mechanical means anddisposal of material within 50 metres lead as per direction ofEngineerin charge.

82201 1-15-1 246.20 239.80

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 mix82202 1-15-2-1 705.90 687.60

cu.m1:4:8 or leaner mix82203 1-15-2-2 434.90 423.60

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.

82204 1-15-3 1,029.80 1,003.10

cu.mDemolishing R.B. work manually/ by mechanical meansincludingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer-in- charge.

82205 1-15-4 919.70 895.70

sq.mExtra for cutting reinforcement bars manually / by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the cross sectionalarea of R.C.C. or R.B. work) as per direction of Engineer - in -charge.

82206 1-15-5 445.40 434.40

kilogramExtra for scrapping, cleaning and straightening reinforcementfromR.C.C. or R.B. work

82207 1-15-6 3.30 3.20

Demolishing brick work, manually/ by mechanical means includingstacking ofserviceable material and disposal of unserviceable materialwithin 50metres leadas per direction of Engineer-in-charge.

1-15-7

cu.mIn mud mortar82208 1-15-7-1 204.00 198.70

cu.mIn lime mortar with old mughal bricks82209 1-15-7-2 514.50 501.00

cu.mIn lime mortar82210 1-15-7-3 246.20 239.80

cu.mIn cement mortar82211 1-15-7-4 595.70 580.20

Removing mortar from bricks and cleaning bricks including stackingwithin a leadof 50 m (stacks of cleaned bricks shall be measured)

1-15-8

1000 NosFrom brick work in mud mortar82212 1-15-8-1 1,423.70 1,386.40

1000 NosFrom brick work in lime mortar82213 1-15-8-2 1,712.60 1,668.10



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Rate In (Rs.)



Rate

Block 16Ukhimath

1000 NosFrom brick work in cement mortar82214 1-15-8-3 2,187.70 2,130.70

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, marble workor precastconcrete work manually/by machanical means including stacking ofserviceableand disposal of unserviceable material within 50 metres lead as perdirection ofEngineer-in-charge

1-15-10



Removing mortar from and cleaning stones and concrete articles (netquantity ofstacks of cleaned material will be measured):

1-15-11



Dismantling doors, windows and clerestory windows (steel or wood)shutterincluding chowkhats, architrave, holdfasts etc. complete and stackingwithin 50metres lead

1-15-12

eachOf area 3 sq. metres and below82221 1-15-12-1 137.50 134.00

eachOf area beyond 3 sq. metres82222 1-15-12-2 230.20 224.30

Taking out doors, windows and clerestory window shutters (steel orwood) includingstacking within 50 metres lead

1-15-13

eachOf area 3 sq. metres and below82223 1-15-13-1 51.90 50.60

eachOf area beyond 3 sq. metres82224 1-15-13-2 69.50 67.70

Dismantling wood work in frames, trusses, purlins and rafters upto 10metres spanand 5 metres height including stacking the material within 50 metreslead

1-15-14



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Rate In (Rs.)



Rate

Block 16Ukhimath

cu.mOf sectional area 40 square centimetres and above.82225 1-15-14-1 1,701.30 1,657.30

metreOf sectional area below 40 square centimetres.82226 1-15-14-2 6.80 6.60

Extra for dismantling trusses, rafters, purlins etc. of wood work forevery additionalspan of one metre or part thereof beyond 10 metres

1-15-15

cu.mOf sectional area 40 square centimetres and above.82227 1-15-15-1 224.30 219.10


Extra for dismantling trusses, rafters, purlins etc. of wood work forevery additionalheight of one metre or part thereof beyond 5 metres

1-15-16

cu.mOf sectional area 40 square centimetres and above.82229 1-15-16-1 311.40 303.90


Dismantling steel work in single sections including dismemberingand stackingwithin 50 metres lead in

1-15-17

kilogramR.S. Joists82231 1-15-17-1 1.20 1.20

kilogramChannels, angles, tees and flats82232 1-15-17-2 0.80 0.80

kilogramDismantling steel work in built up sections in angles, tees, flatsandchannels including all gusset plates, bolts, nuts, cutting rivets,weldingetc. including dismembering and stacking within 50metres lead.

82233 1-15-18 1.80 1.80

kilogramDismantling steel work manually/ by mechanical means in builtupsections without dismembering and stacking within 50 metreslead asper direction of Engineer-in-charge.

82234 1-15-19 1.10 1.10

kilogramExtra for dismantling trusses, rafters, purlins etc. of steel work forevery additional span of one metre or part thereof beyond 10 metres

82235 1-15-20 0.20 0.20

kilogramExtra for dismantling trusses, rafters, purlins etc. of steel work forevery additional height of one metre or part thereof beyond 5 metres.

82236 1-15-21 0.20 0.20

kilogramExtra for marking of structural steel work required to be re-erected.82237 1-15-22 1.70 1.70

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 mm82238 1-15-23-1 32.90 32.00

sq.mFor thickness of tiles above 25 mm and upto 40 mm82239 1-15-23-2 44.80 43.70



20/06/14 7:21 of 221

Rate In (Rs.)



Rate

Block 16Ukhimath

cu.mDemolishing dry brick pitching in floors, drains etc. includingstackingserviceable material and disposal of unserviceable materialwithin 50metres lead :

82240 1-15-24 382.20 372.30

sq.mDismantling stone slab flooring laid in cement mortar includingstackingof serviceable material and disposal of unserviceable material within50metres lead.

82241 1-15-25 77.60 75.60

sq.mDemolishing brick tile covering in terracing including stackingofserviceable material and disposal of unserviceable materialwithin 50metres lead.

82242 1-15-26 41.50 40.40

cu.mDemolishing mud phaska in terracing and disposal of material within50metres lead.

82243 1-15-27 264.30 257.40

Dismantling roofing including ridges, hips valleys and gutters etc.,and stackingthe material within 50 metres lead of

1-15-28

sq.mG.S. Sheet82244 1-15-28-1 58.30 56.80

sq.mAsbestos sheet82245 1-15-28-2 26.90 26.20

cu.mDismantling stone slab roofing over wooden karries or R.C.C.battens (dismantling karries and battens to be paid for separately)including stacking of serviceable material and disposal ofunserviceable material within 50 metres lead.

82246 1-15-29 775.70 755.70

sq.mDismantling jack arch roofing and floors including stacking ofserviceable material and disposal of unserviceable materialwithin 50metres lead.

82247 1-15-30 74.00 72.10

sq.mDismantling tiled roofing with battens boarding etc. completeincludingstacking of serviceable material and disposal of unserviceablematerialwithin 50 metres lead.

82248 1-15-31 61.30 59.70

sq.mDemolishing thatch roofing including mats, bamboo, jaffari etc.complete including stacking of serviceable material and disposalof unserviceable material within 50 metres lead.

82249 1-15-32 17.00 16.60

metreDismantling wooden ballies in posts and struts including stackingwithin50 metres lead.

82250 1-15-33 6.10 5.90



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Rate In (Rs.)



Rate

Block 16Ukhimath

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 pipe82251 1-15-34-1 82.50 81.10

eachR.C.C.82252 1-15-34-2 95.70 94.50

eachCutting ballies or wooden posts of fencing at the point ofprojectionabove the concrete or ground and stacking the same within 50metreslead.

82253 1-15-35 8.30 8.30

kilogramDismantling barbed wire or flexible wire rope in fencingincludingmaking rolls and stacking within 50 metres lead.

82254 1-15-36 10.70 10.40

sq.mDismantling wooden trellis work excluding frames but includingstackingthe serviceable material within 50 metres lead.

82255 1-15-37 21.00 20.40

sq.mDismantling expanded metal or I.R.C. fabrics with necessarybattensand beading including stacking the serviceable material within50metres lead.

82256 1-15-38 24.30 23.70

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 thick82257 1-15-39-1 21.20 20.60

sq.mThickness above 10 mm up to 25 mm82258 1-15-39-2 27.10 26.50


Dismantling precast conerete or stone slab in walls, partition wallsetc, includingstacking within 50 metres lead.

1-15-40

sq.mThickness up to 40 mm82260 1-15-40-1 86.90 84.70


sq.mDismantling cement asbestos or other hard board ceiling orpartitionwalls including stacking of serviceable materials and disposal ofunserviceable materials within 50 metres lead.

82262 1-15-41 20.80 20.30

Dismantling C.I. or asbestos rain water pipe with fittings and clampsincludingstacking the material within 50 metres lead

1-15-42



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Block 16Ukhimath

metre75 to 80 mm dia pipe.82263 1-15-42-1 21.90 21.30

metre100 mm dia pipe82264 1-15-42-2 22.00 21.40

metre150 mm dia pipe82265 1-15-42-3 23.30 22.70

Dismantling manually / by mechanical means including stacking ofserviceablematerial and disposal of unserviceable material within 50metres leadas per directionof Engineer-in-charge

1-15-43

sq.mWater bound macadam road82266 1-15-43-1 65.30 63.70

sq.mbituminous road82267 1-15-43-2 126.50 123.40

Dismantling G.I. pipes (external work) including excavation andrefilling trenchesafter taking out the pipes manually / by machanical means includingstacking ofpipes within 50 metres lead as per direction of Engineer-in-charge

1-15-44

metre15 mm to 40 mm nominal bore82268 1-15-44-1 46.90 45.90

metreAbove 40 mm nominal bore82269 1-15-44-2 54.10 53.00

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 at sitewithin 50 metrelead as per direction of Engineer-in-charge

1-15-45

metreUp to 150 mm diameter82270 1-15-45-1 121.80 118.90

metreAbove 150 mm dia up to 300 mm dia.82271 1-15-45-2 161.70 157.90

metreAbove 300 mm diameter82272 1-15-45-3 217.60 212.70

Dismantling steel cylinder R.C. pipes including excavation andrefilling trenchesafter taking out the pipes manually/ by machanical maeans breakinglead 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 excavation andrefillingtrenches after taking out the pipes manually / by mechanical meansand stackingpipes within 50 metres lead as per direction of Engineer-in-charge

1-15-47



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Block 16Ukhimath

and stackingpipes within 50 metres lead as per direction of Engineer-in-charge



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 the siteanddisposal of unserviceable materials into municipal dumps within50metres lead as per direction of Engineer-in-charge.

82277 1-15-48 209.80 204.70

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 useful materialsnearthe site and disposal of unserviceable materials into municipaldumpswithin 50 metres lead as per direction of Engineer-in-charge.

82278 1-15-49 123.50 120.50

eachDismantling of R.C.C. spun vent shaft including excavating thecementconcrete pit completely, taking out the shaft, refilling the excavatedgap,stacking the useful materials near the site and disposal ofunserviceable materials within 50 metres lead.

82279 1-15-50 1,455.40 1,420.20

eachDismantling of road gully chamber of various sizes including C.I.gratingwith frame including stacking of useful materials near the siteanddisposal of unserviceable materials into municipal dumps within50 metres lead including refilling the excavated gap.

82280 1-15-51 284.90 277.80

eachDismantling of flushing cistern of any size including stacking ofusefulmaterials near the site and disposal of unserviceable materialswithin50 metres lead.

82281 1-15-52 320.50 313.00

Dismantling of C.I. sluice valve including stacking of useful materialswithin a leadof 50 metres

1-15-53

eachUp to 150 mm diameter82282 1-15-53-1 95.70 93.20

eachAbove 150 mm diameter82283 1-15-53-2 391.00 381.20



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Block 16Ukhimath

eachDismantling of spindle fire hydrant including stacking of usefulmaterialswithin 50 metres lead.

82284 1-15-54 234.40 228.30

Dismantling of cement concrete platform along with curtain walls andbase concreteetc. including stacking of useful materials near the site and disposal ofunserviceablematerials within 50 metres lead

1-15-55

each120 x 120 cm (outside to outside)82285 1-15-55-1 319.40 311.00



sq.mDismantling old plaster or skirting raking out joints andcleaning thesurface for plaster including disposal of rubbish to the dumpinggroundwithin 50 metres lead.

82288 1-15-56 15.70 15.30

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.

82289 1-15-57 20.80 20.30

cu.mDemolishing C.C. /R.C.C. work by mechanical means andstockpilingat designated locations and disposal of dismantled materials upto alead of 1000m, stacking serviceable and unserviceable materialseparately including cutting reinforcement bars.

82290 1-15-58 2,923.60 2,901.30

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.

82291 1-15-59 226.80 224.30

cu.mDisposal of building rubbish/malba/similar unserviceable, dismantledor waste materials by mechanical means including loading,transporting, unloading to approved municipal dumping ground or asapproved by Engineer-in-charge, beyond 50 m initial lead, for allloads including all lifts involved.

82292 1-15-60 0.00 0.00

Specification:



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Chapter Name Road Work

Rate In (Rs.)



Rate

Block 16Ukhimath

sq.mPreparation and consolidation of sub grade with power road roller of8 to12 tonne capacity after excavating earth to an average of 22.5 cm.depth,dressing to camber and consolidating with road roller includingmakinggood the undulations etc. and re-rolling the sub grade anddisposal ofsurplus earth lead upto 50 metres.

82293 1-16-1 63.90 62.30

cu.mExtra for compaction of earth work in embankment underoptimummoisture conditions to give at least 95% of the maximum drydensity(proctor density).

82294 1-16-2 11.60 11.50

Supplying and stacking at site.1-16-3

cu.m90 mm to 45 mm size stone aggregate.82295 1-16-3-1 1,208.90 1,208.90

cu.m63 mm to 45 mm size stone aggregate.82296 1-16-3-2 1,474.30 1,474.30

cu.m53 mm to 22.4 mm size stone aggregate.82297 1-16-3-3 1,362.60 1,362.60

cu.mOver burnt (Jhama) brick aggregate 120 mm to 40 mm82298 1-16-3-4 2,231.70 2,181.50

cu.mOver burnt (Jhama) brick aggregate 90 mm to 45 mm.82299 1-16-3-5 2,231.70 2,181.50

cu.mStone screening 13.2 mm nominal size (Type A).82300 1-16-3-6 3,022.80 2,915.00

cu.mStone screening 11.2 mm nominal size (Type B).82301 1-16-3-7 2,978.80 2,871.00

cu.mRed bajri82302 1-16-3-8 1,129.10 1,129.10

cu.mGood earth.82303 1-16-3-9 150.60 147.90

cu.m10 Moorum.82304 1-16-3-10 717.90 717.90

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 tonne instagesto proper grade and camber, applying and brooming requisitetype ofscreening / binding material to fill up interstices of coarseaggregatewatering and compacting to the required density .

82305 1-16-4 320.40 313.90

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. (payment forbrickaggregate and moorum etc. to be made separately)

1-16-5



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Block 16Ukhimath

material, earth etc. including screening, sorting and spreading totemplate andconsolidation with light power road-roller etc. complete. (payment forbrickaggregate and moorum etc. to be made separately)

cu.mOver burnt (Jhama) brick aggregate 120 mm to 40 mm.82306 1-16-5-1 253.60 247.30

cu.mOver burnt (Jhama) brick aggregate 90 mm to 45 mm.82307 1-16-5-2 253.60 247.30

Supplying, stacking and Spreading 6 mm thick red bajri, watering androlling completeincluding preparation of the surface and rolling.

1-16-6

sq.mWith road roller/ hand roller.82308 1-16-6-1 4.50 4.40

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 7582309 1-16-7-1 200.40 197.70

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 7582310 1-16-8-1 58.70 57.90

sq.mScarifying metalled (water-bound) road surface including disposalofrubbish lead upto 50m and consolidation of the aggregate receivedfromscarifying with power road roller of 8 to 10tonne capacity.

82311 1-16-9 10.50 10.30

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 consolidated withroadroller.

82312 1-16-10 230.10 225.60

sq.mDry stone pitching 22.5 cm thick including supply of stones andpreparingsurface complete.

82313 1-16-11 453.00 446.90

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

82314 1-16-12-1 745.20 735.20



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Block 16Ukhimath

Cutting road and making good the same including supply of extraquantities of materials i.e. aggregate, moorum screening, red bajri andlabour required.

1-16-13

cu.mbituminous portion82315 1-16-13-1 1,649.00 1,609.20

cu.mWater bound macadam.82316 1-16-13-2 1,058.90 1,039.00

sq.mCutting bajri paths and making good the same including supplyof extraquantities of brick aggregate, moorum and red bajri required.

82317 1-16-14 126.10 123.20

Supplying at site1-16-15

cu.mR.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size)with wooden plugs or 6mm bar nibs wherever required as perdirection of Engineer-in-charge including fixing (cost of earthworks in excavation, concrete works in foundation to be paidseparately).

82318 1-16-15-1 20,057.30 19,829.50

kilogramWelded steel wire fabric of required width rectangularmesh painted with two or more coats of enamel paint ofapproved shade over a coat of primer (Painting to be paidfor separately).

82319 1-16-15-2 59.80 59.80

eachSupplying and fixing turn buckles and straining bolts for barbedwirefencing.

82320 1-16-16 149.40 148.00

metreFencing with R.C.C. post placed at required distance, embeddedincement concrete blocks, every 15th post, last but one end postandcorner post shall be strutted on both sides and end post one sideonly,provided with horizontal lines and two diagonals of barbed wire9.38 kgper 100 metres (min) between the two posts fitted and fixedwith G.I. staples on wooden plugs or G.I. binding wire tied to 6mm bar nibs fixedwhile casting the post (cost of R.C.C. posts, struts, earth workandconcrete to be paid for separately) :- Payment to be made per metrecostof total length of barbed wire used. With G.I. barbed wire

82321 1-16-17 11.60 11.50

metreFencing with angle iron post placed at required distanceembedded incement concrete blocks, every 15th post, last but one end postandcorner post shall be strutted on both sides and end post on one sideonlyand provided with horizontal lines and two diagonals interwovenwithhorizontal wires, of barbed wire 9.38 kg per 100 m (minimum)betweenthe two posts fitted and fixed with G.I. staples, turn buckles etc.complete.(Cost of posts, struts, earth work and concrete work to be paidforseparately) :- Payment to be made per metre cost of totallength ofbarbed wire used.With G.I. barbed wire

82322 1-16-18 16.00 15.90



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Block 16Ukhimath

onlyand provided with horizontal lines and two diagonals interwovenwithhorizontal wires, of barbed wire 9.38 kg per 100 m (minimum)betweenthe two posts fitted and fixed with G.I. staples, turn buckles etc.complete.(Cost of posts, struts, earth work and concrete work to be paidforseparately) :- Payment to be made per metre cost of totallength ofbarbed wire used.With G.I. barbed wire

kilogramSupplying at site Angle iron post & strut of required size includingbottomto be split and bent at right angle in opposite direction for 10 cmlengthand drilling holes upto 10 mm dia. etc. complete.

82323 1-16-19 73.00 72.60

sq.mWelded steel wire fabric fencing with posts of specified materialand ofstandard design placed and embedded in cement concrete blocks45x45x60cm of mix 1:5:10 (1 cement:5 fine sand : 10 gradedstoneaggregate 40mm nominal size) every 15th post, last but one endpostand corner post shall be strutted on both sides and end post on onesideonly and struts embedded in cement concrete blocks 70x45x50cm ofthesame mix, provided with welded steel wire fabric fixed between thepostsfitted and fixed with G.I. staples on wooden plugs or tied to 6 mm barnibswith G.I. binding wire (cost of posts, welded steel wire fabric,painting,earth work in excavation and concrete to be paid for separately) :

82324 1-16-20 23.00 22.40

cmEngraving letters in hard stone82325 1-16-21 4.70 4.60

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).

82326 1-16-22 119.50 118.50

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) boundary stoneas perstandard design including finishing smooth with cement mortar1:3 (1cement : 3 fine sand) (cost of excavation, refilling andconcreting to bepaid for separately).

82327 1-16-23 535.00 528.90



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Block 16Ukhimath

3 graded stone aggregate 20mm nominal size) boundary stoneas perstandard design including finishing smooth with cement mortar1:3 (1cement : 3 fine sand) (cost of excavation, refilling andconcreting to bepaid for separately).

Providing and fixing precast reinforced cement concrete 1:1.5:3 (1cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominalsize) kilometre stone as per standard design including finishingsmooth in 1:3 cement mortar (1 cement:3 fine sand) but excluding thecost of earth work, concrete in foundation, painting and lettering etc.which shall be paid for separately.

1-16-24

each35x111x25 cm size.82328 1-16-24-1 2,070.90 2,047.10

each50x152.5x25 cm size.82329 1-16-24-2 3,295.40 3,256.90

each35x93.5x18 cm size.82330 1-16-24-3 1,390.80 1,374.60

sq.mSurface dressing on new surface with paving bitumen of gradeA-90/S-90of approved quality using 2.25 kg of bitumen per sqm with 1.65cum ofstone chippings 13.2 mm nominal size per 100 sqm of roadsurfaceincluding consolidation with road roller of 6 to 8 tonne capacityetc.complete:

82331 1-16-25 214.70 211.40

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 road surfaceforfirst coat and 1.1kg. of bitumen per sqm. with 1.00 cu. metreof 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.

82332 1-16-26 294.10 289.40

sq.mSurface dressing on old surface with hot bitumen of grade A-90/S-90 ofapproved quality using 1.95 kg of bitumen per sqm. with 1.50cum ofstone chippings 11.2 mm nominal size per 100 sqm of roadsurfaceincluding consolidation with road roller of 6 to 8 tonnecapacity, etc.complete.

82333 1-16-27 166.90 164.50



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Block 16Ukhimath

including consolidation with road roller of 6 to 8 tonnecapacity, etc.complete.

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 stone chippings11.2 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 - RS gradeconforming to IS : 8887).

82334 1-16-29-1 105.10 103.10

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

sq.mOn W.B.M. @ 0.75 Kg / sqm.82335 1-16-30-1 38.90 38.40

sq.mOn bituminous surface @ 0.50 Kg/sqm.82336 1-16-30-2 28.30 27.90

Providing and applying tack coat using bitumen emulsion complyingto IS 8887, using emulsion pressure distributer including preparingthe surface & cleaning with mechanically broom.

1-16-31

With rapid setting bitumen emulsion.1-16-31-1

sq.mOn W.B.M/W.M.M. @0.4 kg/sqm.82337 1-16-31-1-1 0.00 0.00

sq.mOn bituminous surface @ 0.25 kg/sqm82338 1-16-31-1-2 0.00 0.00

With medium setting bitumen emulsion.1-16-31-2

sq.mOn. W.B.M. / W.M.M. @ 0.4 kg/sqm.82339 1-16-31-2-1 0.00 0.00

sq.mOn bituminous surface @0.25 kg/sqm.82340 1-16-31-2-2 0.00 0.00

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 52 kg.and 56 kg. ofhot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm sizerespectivelyincluding a tack coat with hot straight run bitumen includingconsolidation withroad roller of 6 to 9 tonne capacity etc. complete: (tack coat to be paidforseparately).

1-16-32



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Block 16Ukhimath

sq.mWith paving Asphalt 80/100 heated and then mixed with solvent atthe rate of 70 grams per kg of asphalt

82341 1-16-32-1 175.00 170.80

sq.mWith paving Asphalt 60/70 with no solvent82342 1-16-32-2 231.20 226.90

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP :53-1999

82343 1-16-32-3 175.20 170.90

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stonechippingsof 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and56 kg. ofhot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm sizerespectivelyincluding a tack coat with hot straight run bitumen includingconsolidation withroad roller of 6 to 9 tonne capacity etc. complete, (tack coat to be paidforseparately):

1-16-33

sq.mWith paving Asphalt 80/100 heated and then mixed with solvent atthe rate of 70 grams per kg of asphalt.

82344 1-16-33-1 0.00 0.00

sq.mWith paving Asphalt grade VG-30 with no. solvent.82345 1-16-33-2 0.00 0.00

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC :SP :53

82346 1-16-33-3 0.00 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.

82347 1-16-34 105.80 104.30

sq.m2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mmnominalsize 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

82348 1-16-35 214.80 209.80

Providing and laying bitumen mastic wearing course (as perspecifications) withindustrial bitumen of grade 85/25 conforming to IS : 702 prepared byusing masticcooker and laid to required level and slope including providingantiskid surfacewith bitumen precoated fine grained hard stone chipping of approvedsize 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



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Block 16Ukhimath

rate 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.)

sq.m25mm thick.82349 1-16-37-1 159.20 156.00

sq.m40 mm thick82350 1-16-37-2 159.20 156.00

2.5 cm thick bitumastic sheet with hot bitumen of approved qualityusing stone chippings (60% 12.5 mm nominal size and 40% 10 mmnominal size) @ 1.65 cum per 100 sqm and coarse sand at 1.65 cumper 100 sqm of road surface and with bitumen @ 56 kg/cum of stonechippings and @ 128 kg/cum, of sand over a tack coat with hotstraight run bitumen including consolidation with road roller of 8 to10 tonne etc. complete, (tack coat to be paid separately):

1-16-38


82351 1-16-38-1 443.40 443.40

sq.mWith paving Asphalt 60/70.82352 1-16-38-2 27.00 27.00

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP :53-1999.

82353 1-16-38-3 0.00 0.00

4 cm thick bitumastic sheet with hot bitumen of approved qualityusing stonechippings (60% 12.5mm nominal size and 40% 10mm nominal size)@ 2.60cum per 100 sqm and coarse sand at 2.60cum per 100 sqm ofroad surface and with bitumen @ 56 kg/cum, of stone chippings andat 128 kg/cum of sand over a tack coat withhot straight run bitumenincluding consolidation with road roller of 8 to 10 tonne etc.complete, (tack coat to be paid separately):

1-16-39


82354 1-16-39-1 0.00 0.00

sq.mWith paving asphalt 60/70 with no solvent82355 1-16-39-2 0.00 0.00

sq.mWith Refinery Modified Bitumen CRMB 55 conforming to IRC : SP :53-1999.

82356 1-16-39-3 0.00 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 of bitumenof grade 80 /100bitumen per cum of fine aggregate and 0.60cum of fine aggregate per100 sqm ofroad surface including rolling and finishing withroad roller allcomplete.

82357 1-16-40 40.70 40.30

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 of 6.7mm size (Passing11.2mm sieve and retained on 2.36mm sieve) per 100 sqm of roadsurface includingrolling and finishing with power road roller all complete.

82358 1-16-41 4,712.10 4,664.40



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Block 16Ukhimath

in bitumen boiler fitted with the spray set spraying using 98 kg ofbitumen of grade80/100 and blinding surface with 0.90cum of stone aggregate of 6.7mm size (Passing11.2mm sieve and retained on 2.36mm sieve) per 100 sqm of roadsurface includingrolling and finishing with power road roller all complete.

cu.mCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40 mmnominal size) in pavements, laid to required slope and camber inpanels as requiredincluding consolidation finishing and tamping complete.

82359 1-16-42 6,530.20 6,458.50

litreExtra for providing and mixing hardening campound of approvedquality as permanufacturer’s specification in cement concrete.

82360 1-16-44 0.00 0.00

sq.mProviding and fixing in position premoulded joint filler in expansionjoints.

82361 1-16-45 459.40 458.20

Providing and laying in position bitumen hot sealing compound forexpansionjoints etc.

1-16-46

cu.mUsing grade ‘A’ sealing compound.82362 1-16-46-1 17,524.50 17,262.80

Painting runway/taxi track/apron marking with adequate no. of coat togive uniform finish with road marking paint of superior make asapproved by the Engineer-incharge including cleaning the surface ofall dirt, scales, oil, grease and other foreign material etc and lining outcomplete.

1-16-47

sq.mNew work (Two or more coats)82363 1-16-47-1 91.00 89.90

sq.mOld work (One or more coats)82364 1-16-47-2 57.00 56.30

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

sq.mNew work (Two or more coats).82365 1-16-48-1 108.20 106.20

sq.mOld work (One or more coats)82366 1-16-48-2 70.30 68.90

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 bell mouthincludingplastering providing and fixing precast R.C.C./ S.F.R.C. slabincluding plasteringwith cement mortar 1:3 (1 cement: 3 fine sand) of 6 mm thickness onexposedsurface of the slab & bell mouth including centring, shuttering & neatcementpunning inside the bell mouth etc. all complete.

82367 1-16-49 2,164.40 2,127.30



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Rate

Block 16Ukhimath

plastering providing and fixing precast R.C.C./ S.F.R.C. slabincluding plasteringwith cement mortar 1:3 (1 cement: 3 fine sand) of 6 mm thickness onexposedsurface of the slab & bell mouth including centring, shuttering & neatcementpunning inside the bell mouth etc. all complete.

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 of retro-reflectivesurface shall be 35 +/-5 degrees to base .The reflective panels on bothsides with atleast 12 cm of reflective area up each side. The luminance intensityshould be asper the specification and shall be tested as described in ASTM I: 809as recommended in BS : 873 part 4 : 1973. The studs shall be fixed tothe Road surfaceusing the adhesive conforming to IS, as per procedure recommendedby themanufacturer complete and as per direction of Engineer-in-charge.

82368 1-16-50 557.10 556.10

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 minimum fieldC.B.R. of 20 including mixing, rolling with road roller curing etc. allcomplete.

1-16-51

cu.mMinimum thickness 15 cm.82369 1-16-51-1 622.70 605.60

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) in footpaths includingpreparation of sub grade with a hand rammer, laying 10 mm thickleveling course offine sand (jamuna sand) and filling the joints with fine sand.

82370 1-16-52 0.00 0.00

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 tied toangle iron all complete as perdirection of Engineer-in-charge with reinforced barbed tape (R.B.T.) /Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm. with tape (0.52 mm thick) of Supreme make or equivalent andweight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall bepaid separately)

82371 1-16-53 272.00 271.10



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Block 16Ukhimath

retain horizontal including necessary bolts or G.I. barbed wire tied toangle iron all complete as perdirection of Engineer-in-charge with reinforced barbed tape (R.B.T.) /Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm. with tape (0.52 mm thick) of Supreme make or equivalent andweight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall bepaid separately)

Providing and laying Dense Graded Bituminous macadam usingcrushed stone aggregate of stone aggregate grading, premixed withbitumen binder and filler, transporting the hot mix to work site bytippers, laying with paver finisher equiped with electronic sensor tothe required grade, level and aligment and rolling with smoothwheeled, vibratory and tendem rollers as per specification to achievethe desired compaction and density, complete as per specificationsand directions of Engineers-in-charge.

1-16-54

cu.m50 to 100 mm average compacted thickness with bitumen of gradeVG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type HotMix Plant of 100-120 TPH capacity.

82372 1-16-54-1 0.00 0.00

cu.m50 to 100 mm average compacted thickness with bitumen of gradeVG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Drum Type HotMix Plant of 60-90 TPH capacity.

82373 1-16-54-2 0.00 0.00

Providing and laying Bituminous Macadam using crushed stoneaggregate of specified graded premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surfacewith paver finisher equiped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled,vibratory and tandem rollers as per specifications to achieve thedesired compaction and density, complete as per specifications anddirectionsw of Engineer-in-Charge.

1-16-55

cu.m50 to 100 mm average compacted thickness with bitumen of gradeVG-30 @3.50%(Percentage by weight of total mix) prepared in Batch Type Hot MixPlant of 100-120 TPH capacity.

82374 1-16-55-1 3,440.70 3,437.90

cu.m50 to 100 mm average compacted thickness with bitumen of gradeVG-30 @3.50%(percentage by weight of total mix) prepared in Drum Type Hot Mixplant of 60-90 TPH capacity.

82375 1-16-55-2 0.00 0.00

Providing and laying semi- dense Bituminous concrete using crushedstone aggregate of specified grading, premixed with bituminousbinder and filler, transporting the hot mix to work site by tippers,laying with paver finisher equiped with electronic sensor to therequired grade, level and alignment and rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction anddensity as per specification, complete and as per directions ofEngineer-in charge.

1-16-56



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Block 16Ukhimath

density as per specification, complete and as per directions ofEngineer-in charge.

sq.m25 mm compacted thickness with bitumen of grade VG-30 @ 5%(percentage by weight of total mix) lime filler @ 2% (percentage byweight of Aggregate) prepared in Batch Type Hot Mix Plant of100-120 TPH capacity.

82376 1-16-56-1 3,502.80 3,431.60

sq.m25 mm compacted thickness with bitumen of grade VG-30 @ 5%(percentage by weight of total mix) and lime filler @ 2% (percentageby weight of Aggregate) prepared in Drum Type Hot Mix Plant of60-90 TPH capacity.

82377 1-16-56-2 0.00 0.00

Providing and laying Bituminous concrete using crushed stoneaggregates of specified grading, premixed with bituminous binder andfiller, transporting the hot mix to work site by tippers, laying withpaver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction and density as perspecification, complete and as per directions of Engineer-in-charge.

1-16-57

cu.m40 mm/50mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) prepared in Batch Type Hot MixPlant of 100-120 TPH capacity.

82378 1-16-57-1 3,502.80 3,431.60

cu.m40 mm/50mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) and waste plastic additive @ 8%percentage by weight of bitumen) prepared in Batch Type Hot MixPlant of 100-120 TPH capacity.

82379 1-16-57-2 0.00 0.00

cu.m40 mm/50mm compacted thickness with bitumen of grade PMB-40@ 5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) prepared in Batch Type Hot MixPlant of 100-120 TPH capacity.

82380 1-16-57-3 0.00 0.00

cu.m40 mm/50mm compacted thickness with bitumen of grade CRMB-60@ 5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) prepared in Batch Type Hot MixPlant of 100-120 TPH capacity.

82381 1-16-57-4 0.00 0.00

cu.m40 mm/50mm compacted thickness with bitumen of gradeVG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) prepared in Drum Type Hot MixPlant of 60-90 TPH capacity.

82382 1-16-57-5 0.00 0.00

cu.m40 mm/50mm compacted thickness with bitumen of gradeVG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) and waste plastic additive @8% (percentage by weight of bitumen) prepared in Drum Type HotMix Plant of 60-90 TPH capacity.

82383 1-16-57-6 0.00 0.00



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Block 16Ukhimath

cu.m40 mm/50mm compacted thickness with bitumen of grade PMB-40@ 5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) prepared in Drum Type Hot MixPlant of 60-90 TPH capacity.

82384 1-16-57-7 0.00 0.00

cu.m40 mm/50mm compacted thickness with bitumen of grade CRMB-60@ 5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) prepared in Drum Type Hot MixPlant of 60-90 TPH capacity.

82385 1-16-57-8 0.00 0.00

Providing and laying Dense Bituminous Concrete on prepared surfacewithspecified graded stone aggregate for wearing course including loadingofaggregate with F.E. loader, and hot mixing of bitumen with filler andstone aggregate in hot mix plant, transporting the mixed material bytippers to paver and laying the mixed material with mechanical paverfinisher fitted with electronic sensing device to the required level andgrade “and rolling with road rollers, as per MORTH specifications, toachieve the desired density and compaction but excluding cost ofprimer/ 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).

82386 1-16-58-1 3,502.80 3,431.60

Manufacturing supplying and fixing retro reflective sign boards madeup of 2mm thick aluminium sheet, face to be fully covered with highintensity encapsulated type heat activated retro reflective sheetingconforming to type - IV of ASTM-D 4956-01 in blue and silver whiteor other colour combination including subject matter, message(bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted onsubstrate by an adhesive backing which shall be activated by applyingheat and pressure conforming to class -2 of ASTM-D-4956-01 andfixing the same with suitable sized aluminium alloy rivets @ 20 cmc/c to back support frame of M.S. angle iron of size 25x25x3 mmalongwith theft resistant measures, mounted and fixed with 2 Nos.M.S. angles of size 35x35x5 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 of requiredsize steel work to be painted with two or more coats of syntheticenamel paint of required shade and of approved brand & manufactureover priming coat of zinc chromate yellow primer (vertical MS-Teesupport to be painted in black and white colours). Backside ofaluminium sheet to be painted with two or more coats of epoxy paintover and including appropriate priming coat including all leads andlifts etc. complete as per drawing . specification and direction ofEngineer-in-charge.

1-16-59

Nos.Mandatory/ Regulatory sign boards of 900mm diametre withpart aslength of 3750mm.

82387 1-16-59-1 22,932.10 22,925.10



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Block 16Ukhimath

length of 3750mm.

Nos.Cautionary /warning sign boards of equilateral triangular shapehaving each side of 900mm with support length of 3650mm.

82388 1-16-59-2 22,932.10 22,925.10

Manufacturing supplying and fixing retro reflective overhead signageboards made up of 2mm thick aluminium sheet face to be fullycovered with high intensity and encapsulated lens type heat activatedretro reflective sheeting conforming to type - III of ASTM-D-4956-01as approved by Engineer-in-charge letters, borders etc. as per IRC :67-2001 in silver white with blue colour back ground and with highintensity grade, pasted on substrate by pressure sensitive adhesivebacking which shall be activated by applying pressure conforming toclass II of ASTM-D-4956-01 and fixing the same to the plate ofstructural frame work by means of suitable sized aluminiumalloys, rivets or bolts & nuts @ 300 mm centre to centre all along theperiphery as well as in two vertical rows alongwith theft resistantmeasures including the cost of painting with two’or more coats ofepoxy paint in grey colour on the back side of aluminium sheetincluding appropriate priming coat. The rate includes the cost ofrounding off the corners, lowering down the structural frame workfrom the gantry, fixing and erecting the same in position all completeas per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be providedseparately. Rectangular area of the sheet only shall be measured forpayment).

1-16-60

sq.mOverhead informatory road signage.82389 1-16-60-1 6,370.00 6,368.10

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 aluminium sheetto 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 painted withtwo or morecoats of synthetic enamel paint over an under coat (primer) and backside ofaluminium sheet to be painted with two or more coats of epoxy paintincludingappropriate priming coat complete in all respects as per direction ofEngineer-incharge.

82390 1-16-61 9,677.40 9,644.20



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Block 16Ukhimath

Engineer-incharge.

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 experienced operator onroad 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.

82391 1-16-62 536.40 535.60

sq.mProviding and laying and making kerb channel 30cm wide and 50mmthick 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.

82392 1-16-63 530.00 521.30

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.

82393 1-16-64 268.80 263.00

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.

82394 1-16-65 727.90 727.90

Excavating holes upto 0.10 cum including getting out the excavatedsoil, thenreturning the soil as deported in layers not exceeding 20cm in depthincludingconsolidating and deposited layer by ramming watering etc.Disposing of surplus excavated soil as directed with in a lead of 50mand lift upto 1.5 m.

1-16-66

eachAll kind of soil.82395 1-16-66-1 24.20 23.80



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Block 16Ukhimath

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 4 noseon each side including setting in position in footpath to the requiredlevel and line over a bed of 20mm average thick cement mortar 1:3 (1cement : 3 coarse sand ) having thickness not more than 5mm excepton curve including filling of joints with same cement mortar andmaking grooves etc. complete as per direction of Engineer-in-charge.

82396 1-16-67 571.00 567.40

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 in requiredcolour andpattern over and including 50mm thick compacted bed of course sand,filling thejoints with coarse sand etc. all complete as per the direction ofEngineer-incharge.

82397 1-16-68 887.40 878.20

cu.mProviding and laying at or near ground level factory made kerb stoneof M-25grade cement in position to the required line, level and curvaturejointed withcement mortar 1:3(1 cement: 3 coarse sand ) including making jointswith orwithout grooves (thickness of joints except at sharp curve shall not tomorethan 5mm) including making drainage opening wherever requiredcomplete etc.as per direction of Engineer-in-charge (length of finished kerb edgingshall bemeasured for payment). (Precast C.C. kerb stone shall be approved byEngineerin-charge).

82398 1-16-69 7,039.90 7,023.60

Providing and fixing G.I. chain link fabric fencing of required widthin mesh size50x50mm including strengthening with 2mm dia wire or nuts, boltsand washersas required complete as per the direction of Engineer-in-charge.

1-16-70

sq.mMade of G.I. wire of dia 4mm.82399 1-16-70-1 547.30 543.00

sq.mMade of G.I. wire of dia. 4mm, PVC coated to achieve outer dia. notless than 5mm in required colour and shade.

82400 1-16-70-2 580.50 576.20

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.

82401 1-16-71 485.40 485.40



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Block 16Ukhimath

wire or nuts, bolts and washers as required complete as per thedirection ofEngineer-in-charge.

cu.mSupplying and stacking of hard stone (for stone pitching) 22.5 cmthick at site.

82402 1-16-72 979.60 979.60

sq.mDry stone pitching 22.5cm thick laid in courses and required profilewith hammerdressed stones having no side less than 15 cm, with minimum depthof 20cmincluding preparing the bedding surface etc. all complete. (Paymentfor Stone tobe made separately)

82403 1-16-73 283.00 275.60

75 mm thick back filling for pitching including supplying of requiredmaterialsand consolidation etc. complete with:

1-16-74

sq.mMoorum82404 1-16-74-1 59.20 59.00

sq.mStone aggregate 20 mm nominal size.82405 1-16-74-2 233.90 225.70

sq.mStone aggregate 40 mm nominal size.82406 1-16-74-3 102.60 102.40

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 ).

82407 1-16-75 9,725.20 9,593.40

cu.mDeduct for using of M 20 grade concrete instead of M-25 gradeconcrete in C.C.pavement.

82408 1-16-76 522.10 519.90

sq.mScarifiying the existing bituminous road surface to depth of 50mmand disposal ofscarified material withyin all lifts and lead upto 1000 metre (bymechanincal means).

82409 1-16-77 5.60 5.50

Surface dressing one coat on new surface with bitumen ofspecified grade at a rate of 1.95 kg/sqm. of surface area with1.5 cum. of stone chippings 13.2 mm nominal size per 100 sqm. ofroad surface including consolidation with road roller of 6 to 8 tonnecapacity , etc. complete :

1-16-28

sq.mUsing bitumen emulsion (minimum 50% bitumen content - RS gradeconforming to IS : 8887).

82410 1-16-28-1 0.00 0.00



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Block 16Ukhimath

Providing and laying Bitumen Penetration Macadam with hard stoneaggregate of quality, size and grading as specified, with bitumen ofsuitable penetration grade including required key aggregate asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with help ofaggregate spreader complete including consolidation with road rollerof minimum 8 to 10 tonne capacity to achieve specified values ofcompaction and surface accuracy :

1-16-36

sq.mFor 50 mm compacted thickness using coarse aggregate of size 50-20mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mmgraded @ 0.15 cum per 10 sqm. With paving asphalt grade VG-10 @50 kg/10 sqm.

82411 1-16-36-1 0.00 0.00

sq.mFor 75 mm compacted thickness in two layers using stone aggregateof size 63-41 mm graded @ 0.90 cum per sqm key aggregate of size20.0 mm graded @ 0.18 cum per sqm. With paving asphalt grade VG- 10 @ 68 kg/10sqm.

82412 1-16-36-2 0.00 0.00

Providing and laying design mix cement concrete of M-30 grade, inroads/taxi trucks/runways, using cement content as per design mix,using coarse sands and graded stone aggregate of 40 mm nominal sizein appropriate proportions as per approved & specified design criteria,providing dowel bars with sleeve/tie bars wherever required, laying atsote, spreading and compacting, mechanically by using needle andsurface vibrators, levelling to required slope/camber, finishing withrequired texture, including steel form work with studry M.S. channelsections, curing, making provision for contraction/ expansion ,construction & longitudinal joints (10 mm wide x 50 mm deep) bygroove cutting machine, providing and filling joints with approvedjoint filler and sealants, complete all as per direction ofEngineer-in-charge (Item of joint fillers, sealants dowel bars withsleeve/tie bars to be paid separately)NOTE :- cement content considered in M-30 is @ 340 kg/cum.Excess/ less cement used as per design mix is payable/ recoverableseparately.

1-16-43

cu.mCement concrete prepared with batch mixing machine.82413 1-16-43-1 0.00 0.00

cu.mCement concrete manufactured in automatic batching plant (RMCplant) i/c transportation to site in transit mixer.

82414 1-16-43-2 0.00 0.00

Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant atOMC, carriage of mixed material by tippers to work site, for all leads& lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory powerroller to achieve the desired density, complete as per specificationsand directions of Engineer-in-charge.

1-16-78



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Block 16Ukhimath

cu.mWith material conforming to Grade-I (size range 75 mm to 0.075mm) having CBR Value-30.

82415 1-16-78-1 0.00 0.00

cu.mWith material conforming to Grade-II (size range 53 mm to 0.075mm) having CBR Value-25.

82416 1-16-78-2 0.00 0.00

cu.mWith material conforming to Grade-III (size range 26.5 mm to 0.075mm) having CBR Value-20.

82417 1-16-78-3 0.00 0.00

cu.mProviding, laying, spreading and compacting graded stone aggregate(size range 53 mm to 0.075 mm) to wet mix macadam (WMM)specification including premixing the material by tipper to site, for allleads & lifts, laying in uniform layers with mechanical paver finisherin sub-base/base course on well prepared surface and compactingwith vibratory roller of 8 to 10 tonne capacity to achieve the desireddensity, complete as per specifications and directions ofEngineer-in-charge.

82418 1-16-79 0.00 0.00

cu.mConstruction of dry lean cement concrete sub base over a preparedsub-grade with coarse and fine aggregate conforming to IS:383, thesize of coarse aggregate not exceeding 25 mm, aggregate cement rationot to exceed 15:1, aggregate gradation after blending to be as perspecifications, cement content not to be less than 150 kg/cum,optimum moisture content to be determined during trial lengthconstruction, concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching paint, transported to site, for all leads & lifts, laidwith a mechanical paver, compacting with 8-10 tonne vibratory roller,finishing and curing etc complete as per direction ofEngineer-in-charge.

82419 1-16-80 0.00 0.00

metreProviding and erecting 2.00 meter high temporary barricading at siteas per drawing/direction of Engineer-in charge which includes writingand painting, arrangement for traffic diversion such as traffic signalsduring construction at site for days and night, glow lamps, reflectivesigns, marking, flags, caution tape as directed by theEngineer-in-charge. The barricading provided shall be retained inposition at site continuously i/c shifting of barricading from onelocation to another location as many times as required during theexecution of the entire work till its completion. Rate including itsmaintenance for damages, painting, all incidentals, labour materials,equipments and works required to execute the job. The barricadingshall not be removed without prior approval of Engineer-in-charge.(Note :- One time payment shall be made for providing barricadingfrom start of work till completion of work i/c shifting. Thebarricading provided shall remain to be the property of the contractoron completion of the work).

82420 1-16-81 0.00 0.00

metreTaking out existing kerb stones of all types from footpath/ centralverge, including removal of mortar etc., disposal of unserviceablematerial to the dumping ground for which payment shall be madeseparately and stacking of serviceable material within 50 meter leadas per direction of Engineer-in-charge.

82421 1-16-82 0.00 0.00



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Block 16Ukhimath

as per direction of Engineer-in-charge.

sq.mTaking out existing CC interlocking paver blocks fromfootpath/central verge, inclusing removal of rubbish etc. disposal ofunserviceable material to the dumping ground for which paymentshall be made separately and stacking of serviceable material with in50 metre lead as per direction of Engineer-in-charge.

82422 1-16-83 0.00 0.00

sq.mlaying old cement concrete interlocking paver blocks of anydesign/shape laid in required line, level, curvature, colour and patternover and including 50 mm thick compacted bed of coarse sand, fillingthe joints with fine sand etc. all complete as per the direction ofEngineer-in-charge. (Old CC paver blocks shall be supplied by thedepartment free of cost).

82423 1-16-84 0.00 0.00

metreLaying at or near ground level old kerb stones of all types in positionto the required line, level and curvature, jointed with cement mortar1:3 (1 cement : 3 coarse sand) including making joints with orwithout grooves (thickness of joints, except at sharp curve, shall notbe more than 5mm) including making drainage opening whereverrequired etc. complete as per direction of Engineer-in-charge. (Lengthof finished kerb edging shall be measured for payment). (Old kerbstones shall be supplied by the department free of cost)

82424 1-16-85 0.00 0.00

Specification:



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Block 16Ukhimath

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.

82425 1-17-1-1 5,010.90 4,978.00

eachStainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size585x480 mm with flushpipe and integrated type foot rests.

82426 1-17-1-2 2,957.90 2,925.10

Providing and fixing white vitreous china pedestal type water closet(European type

1-17-2

eachW.C. pan with ISI marked white solid plastic seat and lid82427 1-17-2-1 7,075.50 7,042.70

eachW.C. pan with ISI marked black solid plastic seat and lid82428 1-17-2-2 7,046.20 7,013.40

Providing and fixing white vitreous china pedestal type water closet(European type)

1-17-3

eachW.C. pan with ISI marked white solid plastic seat and lid.82429 1-17-3-1 8,639.20 8,602.60

eachW.C. pan with ISI marked black solid plastic seat and lid.82430 1-17-3-2 8,609.80 8,573.20

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 flushing cistern.82431 1-17-4-1 3,725.20 3,688.10

eachRange of two urinal basins with 5 litre white P.V.C. automaticflushing cistern.

82432 1-17-4-2 6,130.10 6,071.20

eachRange of three urinal basins with 10 litre white P.V.C. automaticflushing cistern.

82433 1-17-4-3 8,697.30 8,616.20

eachRange of four urinal basins with 10 litre white P.V.C. automaticflushing cistern.

82434 1-17-4-4 11,851.10 11,733.40

Providing and fixing white vitreous china flat back half stall urinal ofsize

1-17-5

eachSingle half stall urinal with 5 litre P.V.C. automatic flushing cistern.82435 1-17-5-1 6,544.30 6,458.80

eachRange of two half stall urinals with 5 litre P.V.C. automatic flushingcistern.

82436 1-17-5-2 10,244.20 10,117.70

eachRange of three half stall urinals with 10 litre P.V.C. automaticflushing cistern.

82437 1-17-5-3 13,756.30 13,607.60

eachRange of four half stall urinals with 10 litre P.V.C. automatic flushingcistern.

82438 1-17-5-4 11,026.70 10,855.60

Providing and fixing one piece construction white vitreous chinasquatting plate

1-17-6



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eachSingle squatting plate with 5 litre P.V.C. automatic flushing cistern.82439 1-17-6-1 4,525.00 4,465.60

eachRange of two squatting plates with 5 litre P.V.C. automatic flushingcistern.

82440 1-17-6-2 6,976.00 6,887.20

eachRange of three squatting plates with 10 litre P.V.C. automaticflushing cistern.

82441 1-17-6-3 9,390.70 9,287.00

eachRange of four squatting plates with 10 litre P.V.C. automatic flushingcistern.

82442 1-17-6-4 11,320.30 11,201.90

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps,32

1-17-7

eachWhite Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brasspillar taps.

82443 1-17-7-1 4,306.70 4,292.00

eachWhite Vitreous China Wash basin size 630x450 mm with a single 15mm C.P. brasspillar tap.

82444 1-17-7-2 3,545.40 3,531.40

eachWhite Vitreous China Wash basin size 550x400 mm with a pair of 15mm C.P. brasspillar taps.

82445 1-17-7-3 3,966.50 3,951.80

eachWhite Vitreous China Flat back wash basin size 550x400 mm withsingle 15 mm C.P.brass pillar tap.

82446 1-17-7-4 3,205.20 3,191.20

eachWhite Vitreous China Angle back wash basin size 600x480 mm withsingle 15 mmC.P. brass pillar tap.

82447 1-17-7-5 7,428.40 7,414.40

eachWhite Vitreous China Angle back wash basin size 400x400 mm withsingle 15 mmC.P. brass pillar tap.

82448 1-17-7-6 4,437.00 4,422.90

eachWhite Vitreous China Flat back wash basin size 450x300 mm withsingle 15 mm C.P.brass pillar tap.

82449 1-17-7-7 2,964.70 2,950.70

eachWhite Vitreous China Surgeon type wash basin of size 660x460 mmwith a pair of L5mm C.P. brass pillar taps with elbow operated levers.

82450 1-17-7-8 13,820.70 13,805.90

eachWhite Vitreous China Surgeon type wash basin of size 660x460 mmwith single 15mm C.P. brass pillar taps with elbow operated levers ISI marked.

82451 1-17-7-9 12,971.40 12,957.40

eachStainless Steel AISI-304(18/8) Round basin 405x355 mm with single15 mm C.P.brass pillar tap.

82452 1-17-7-10 6,390.20 6,376.20



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eachStainless Steel AISI-304(18/8) Wash basin 530x345 mm with single15 mm C.P. brasspillar tap.

82453 1-17-7-11 5,269.90 5,255.90

eachProviding and fixing white vitreous china pedestal for washbasincompletely recessed at the back for the reception of pipes and fittings.

82454 1-17-8 1,920.70 1,920.70

Providing and fixing kitchen sink with C.I. brackets, C.P. brass chainwith rubber

1-17-9

eachWhite glazed fire clay kitchen sink of size 600x450x250 mm.82455 1-17-9-1 2,791.60 2,779.30

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.82456 1-17-10-1-1 9,767.70 9,749.30




Kitchen sink without drain board1-17-10-2

each610x510 mm bowl depth 200 mm.82460 1-17-10-2-1 6,276.20 6,266.90



Providing and fixing white vitreous china laboratory sink with C.I.brackets, C.P.

1-17-11

eachSize 450x300x150mm82463 1-17-11-1 3,384.10 3,371.70

eachSize 600x450x200mm82464 1-17-11-2 4,087.90 4,075.60

Providing and fixing white vitreous china water closet squatting pan(Indian type)

1-17-13

eachLong pattern W.C. pan of size 580 mm82465 1-17-13-1 1,948.80 1,937.50

eachOrissa pattern W.C. pan of size 580x440 mm82466 1-17-13-2 2,535.30 2,524.10

Extra for using coloured W.C. pan instead of white W.C. pan1-17-14

eachOrissa pattern W.C. pan 580x440 mm82467 1-17-14-1 807.10 807.10

eachProviding and fixing white vitreous china pedestal type (Europeantype/wash down type) water closet pan.

82468 1-17-15 4,471.00 4,459.70

eachExtra for using coloured pedestal type W.C pan (European type)withlow level cistern of same colour instead of white vitreous china W.Cpanand cistern.

82469 1-17-16 -1,789.00 -1,789.00



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low level cistern of same colour instead of white vitreous china W.Cpanand cistern.

Providing and fixing a pair of white vitreous china foot rests ofstandard pattern

1-17-17

each250x130x30 mm82470 1-17-17-1 307.50 306.60

each250x125x25 mm82471 1-17-17-2 284.10 283.20

Providing and fixing P.V.C. low level flushing cistern with manuallycontrolled device

1-17-18

each10 litre capacity-White82472 1-17-18-1 1,346.80 1,344.10

each10 litre capacity-coloured82473 1-17-18-2 1,115.80 1,113.10

Providing and fixing controlled flush, low level cistern made ofvitreous china with

1-17-19

each10 litre (full flush) capacity-white82474 1-17-19-1 2,850.50 2,839.50

each10 litre (full flush) capacity-coloured82475 1-17-19-2 4,173.80 4,162.80

Providing and fixing solid plastic seat with lid for pedestal type W.C.pan complete :

1-17-20

eachWhite solid plastic seat with lid82476 1-17-20-1 525.30 525.30

eachBlack solid plastic seat with lid82477 1-17-20-2 495.90 495.90

eachColoured (other than black & white) solid plastic seat with lid.82478 1-17-20-3 0.00 0.00

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.

82479 1-17-21 1,114.50 1,114.50

eachProviding and fixing G.I. inlet connection for flush pipeconnecting withW.C. pan.

82480 1-17-22 103.00 103.00

eachProviding and fixing white vitreous china flat back or wallcorner typelipped front urinal basin of 430x260x350mm and340x410x265mmsizes respectively.

82481 1-17-23 1,187.60 1,179.30

eachProviding and fixing white vitreous china squatting plate urinalwithintegral rim longitudinal flush pipe.

82482 1-17-24 2,068.70 2,046.40

Providing and fixing white vitreous china wash basin includingmaking all

1-17-25



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eachFlat back wash basin of size 630x450mm82483 1-17-25-1 1,815.50 1,815.50

eachFlat back wash basin of size 550x400mm.82484 1-17-25-2 1,475.30 1,475.30

eachAngle back wash basin of size 600x480mm.82485 1-17-25-3 5,698.60 5,698.60

eachAngle back wash basin of size 400x400mm.82486 1-17-25-4 2,707.10 2,707.10

eachFlat back wash basin of size 450x300mm.82487 1-17-25-5 1,685.90 1,685.90

eachSurgeon type wash basin of size 660x460mm.82488 1-17-25-6 11,153.50 11,153.50

Providing and fixing kitchen sink including making all connectionsexcluding cost

1-17-26

eachWhite glazed fire clay sink of size 600x450x250mm.82489 1-17-26-1 747.40 747.40

Providing and fixing white vitreous china laboratory sink includingmaking all

1-17-27

eachSize 450x300x150 mm.82490 1-17-27-1 1,792.10 1,792.10

eachSize 600x450x200 mm82491 1-17-27-2 2,213.80 2,213.80

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.32mmdia82492 1-17-28-1-1 110.80 110.80

Nos.40mmdia82493 1-17-28-1-2 128.40 128.40

Flexible pipe1-17-28-2

Nos.32mm dia82494 1-17-28-2-1 128.40 128.40

Nos.40 mmdia82495 1-17-28-2-2 134.30 134.30

eachProviding and fixing 100 mm sand cast Iron grating for gully trap.82496 1-17-29 29.40 29.40

Nos.Providing and fixing in position 25mm diameter mosquito proofcoupling of approvedmunicipal design.

82497 1-17-30 36.50 36.50

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.

82498 1-17-31 551.60 541.10

Providing and fixing mirror of superior glass (of approved quality)and of required shape and size with plastic moulded frame ofapproved make and shades with 6 mm thick hard board backing:

1-17-32

eachCircular shape 450mm dia.82499 1-17-32-1 1,317.10 1,309.80

eachRectangular shape 453x357mm82500 1-17-32-2 1,481.60 1,474.30



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eachRectangular shape 1500x450 mm82501 1-17-32-4 1,597.20 1,590.00

eachOval shape 450x350 mm (outer dimensions)82502 1-17-32-3 1,537.30 1,530.20

Nos.Providing and fixing 600x120x5mm glass shelf with edges round ofsupported onanodised aluminium angle frame with C.P. brass brackets and guardrail completefixed with 40 mm long screws, rawl plugs etc., complete.

82503 1-17-33 4,116.50 4,109.50

Providing and fixing toilet paper holder :1-17-34

Nos.C.P. brass82504 1-17-34-1 1,017.20 1,015.50

Nos.Vitreous china82505 1-17-34-2 1,023.30 1,023.30

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: 1729.82506 1-17-35-1-1 834.60 834.50

metreCentrifugally cast (spun) iron socketed pipe as per IS: 3989.82507 1-17-35-1-2 960.50 959.70

75 mm diameter :1-17-35-2

metreSand cast iron S&S pipe as per IS: 1729.82508 1-17-35-2-1 713.00 712.30

metreCentrifugally cast (spun) iron socketed pipe as per IS: 3989.82509 1-17-35-2-2 794.30 793.60

Providing and filling the joints with spun yarn cement slurry andcement mortar 1:2

1-17-36

each75mm dia pipe82510 1-17-36-1 62.00 60.50

each100 mm dia pipe82511 1-17-36-2 73.10 71.30

Providing and fixing M.S. holder-bat clamps of approved design toSand Cast

1-17-37

eachFor 100 mm dia. Pipe82512 1-17-37-1 153.70 150.40

eachFor 75 mm dia. Pipe82513 1-17-37-2 145.20 141.80

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 - 172982514 1-17-38-1-1 337.80 337.80


75 mm dia1-17-38-2


Nos.Sand cast iron S&S as per IS- 398982517 1-17-38-2-2 21.50 21.50



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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 : 398982519 1-17-39-1-2 337.80 337.80

75 mm1-17-39-2

Nos.Sand cast iron S&S as per IS -172982520 1-17-39-2-1 220.90 220.90


Providing and fixing heel rest sanitary bend1-17-40

100 mm dia1-17-40-1



75 mm1-17-40-2



Providing and fixing double equal junction of required degree withaccess door,

1-17-41

100x100x100x100mm1-17-41-1

eachSand cast iron S&S as per IS - 172982526 1-17-41-1-1 1,290.60 1,290.60

eachSand cast iron S&S as per IS - 398982527 1-17-41-1-2 748.30 748.30

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 - 172982530 1-17-42-1-1 1,200.10 1,200.10


75x75x75x75 mm1-17-42-2



Providing and fixing single equal plain junction of required degreewith access

1-17-43



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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



Providing and fixing double unequal junction of required degree withaccess

1-17-45

100x100x75x75 mm1-17-45-1



Providing and fixing double unequal plain junction of required degree1-17-46

100x100x75x75 mm1-17-46-1



Providing and fixing single unequal junction of required degree withaccess

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





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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 398982551 1-17-49-1-2 648.70 648.70

75x75x75x75 mm1-17-49-2



Providing and fixing single equal plain invert branch of requireddegree:

1-17-50

100x100x100 mm1-17-50-1

eachSand cast iron S&S as per iron 172982554 1-17-50-1-1 507.90 507.90


75x75x75 mm1-17-50-2



Providing and fixing double unequal invert branch of required degree1-17-51

100x100x75x75 mm1-17-51-1



Providing and fixing single unequal plain invert branch of 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. pipe82562 1-17-53-1-1 277.30 277.30


114 mm offsets1-17-53-2


Nos.With 100 mm dia. Pipe82565 1-17-53-2-2 277.30 277.30



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152 mm offsets1-17-53-3

Nos.With 75 mm dia. Pipe82566 1-17-53-3-1 455.80 455.80


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



Providing and fixing door piece, insertion rubber washer 3mm thick,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- 398982582 1-17-57-2-2 220.90 220.90



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Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron

1-17-58

each100mm82583 1-17-58-1 255.00 251.90

Nos.75 mm82584 1-17-58-2 213.30 210.90

Nos.50 mm82585 1-17-58-3 165.40 163.70

Providing and fixing M.S. stays and clamps for sand castiron/centrifugally cast

1-17-59

Nos.100 mm82586 1-17-59-1 66.80 66.80

Nos.75 mm82587 1-17-59-2 55.50 55.50

Nos.50 mm82588 1-17-59-3 48.30 48.30

Providing and fixing trap of self cleansing design with screwed downor hinged

1-17-60

100 mm inlet and 100 mm outlet1-17-60-1

eachSand cast iron S&S as per IS: 3989.82589 1-17-60-1-1 1,088.60 1,074.30

eachSand Cast Iron S&S as per IS: 1729.82590 1-17-60-1-2 900.90 886.60

100 mm inlet and 75 mm outlet1-17-60-2


eachSand Cast Iron S&S as per IS- 172982592 1-17-60-2-2 834.10 819.70

Cutting chases in brick masonry walls for following diameter sandcast iron

1-17-61

metre100mmdia.82593 1-17-61-1 407.90 399.00

metre75mmdia82594 1-17-61-2 291.90 285.60

metre50mmdia.82595 1-17-61-3 186.60 182.50

Nos.Painting C.I. cistern with bitumastic or any other anti-corrosive paintinside andwhite paint over a coat of zinc chromate yellow primer (of approvedquality ) onthe outside surface of the cistern flush pipe, other fittings, etc.complete for newwork.

82596 1-17-62 602.00 592.10

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, otherfittings,etc. complete including polishing of wooden seat and lid and cleaningof W.C.pan with acid wherever necessary.

82597 1-17-63 355.10 349.30



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Block 16Ukhimath

pan with acid wherever necessary.

Nos.Repainting C.I. cistern with synthetic enamel paint of approvedcolour brandand manufacture on the outside surface of cistern flush pipe, otherfittings etc.complete.

82598 1-17-64 163.00 160.20

Painting sand cast iron/ centrifugally cast (spun) iron soil, waste ventpipes

1-17-65

metre100 mm diameter pipe82599 1-17-65-1 42.80 42.20


Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil,waste, vent

1-17-66



eachRepainting bath tub of size 1700x730x430mm with enamel paint.82603 1-17-67 431.60 426.80

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. flushbend.

82604 1-17-68-1 251.60 245.70

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 breadth weighingnot less than 45gms.

82605 1-17-69-1 108.50 108.50

Nos.Waste coupling 38mm of 83mm length and 77mm breadth, weighingnot less than 60gms.

82606 1-17-69-2 139.00 139.00

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

82607 1-17-70-1 468.60 468.60

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.

82608 1-17-70-2 498.00 498.00

Nos.Providing and fixing PTMT liquid soap container 109mm wide,125mm high and112mm distance from wall of standard shape with bracket of the samematerialswith snap fittings of approved quality and colours weighing not lessthan 105 gms

82609 1-17-71 215.30 215.30



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with snap fittings of approved quality and colours weighing not lessthan 105 gms

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 less than80 gms

82610 1-17-72 202.30 202.30

Providing and fixing PTMT towel rail complete with brackets fixed towooden

1-17-73

Nos.450mm long towel rail with total length of 495mm, 78mm wide andeffective height of 88mm, weighing not less than 170gms.

82611 1-17-73-1 512.60 507.20

Nos.600mm long towel rail with total length of 645mm, width 78mm andeffective height of 88mm, weighing not less than 190gms.

82612 1-17-73-2 763.90 756.70

Nos.Providing and fixing PTMT shelf 440 mm long, 124 mm widthand 36mm heightof approved quality and colour, weighing not less than 300gms.

82613 1-17-74 544.40 539.60

Nos.Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100mm with 1/2"BSP thread and shapes, weighing not less than 60gms.

82614 1-17-75 219.10 219.10

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 wide withBSP female threads weighing not less than 48gms

82615 1-17-76-1 156.80 156.80

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 (for single100mm dia pipe).

82616 1-17-77-1 203.30 201.90

Nos.Total bracket length 810mm of approved shape and design (for two100mm dia pipes).

82617 1-17-77-2 248.50 246.90

Nos.Total bracket length 1040mm of approved shape and design (for three100mm dia pipes).

82618 1-17-77-3 293.60 291.70

Providing and fixing draining board with C.I. brackets includingpainting of brackets, cutting and making good the walls whereverrequired :

1-17-12

eachWhite glazed fire clay draining board of size 600x450x25mm82619 1-17-12-1 0.00 0.00

eachProviding and fixing white vitreous china extended wall mountingwater closet of size 780x370x690 mm of approved shape includingproviding & fixing white viterous china cistern with dual flush fitting,of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres),including seat cover, and cistern fittings, nuts, bolts and gasket etccomplete.

82620 1-17-78 0.00 0.00



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including seat cover, and cistern fittings, nuts, bolts and gasket etccomplete.

eachProviding and fixing white vitreous china water less urinal of size600 x 330 x 315 mm having antibacterial / germs free ceramicsurface, fixed with cartridge having debris catcher and hygiene seal.

82621 1-17-79 0.00 0.00

eachProviding and fixing white vitreous china battery based infraredsensor operated urinal of approx. size 610 x 390x 370 mm having pre& post flushing with water (250 ml & 500 ml consumption), havingwater inlet from back side. including fixing to wall with suitablebrackets all as per manufacturers specification and direction ofEngineer-in-charge.

82622 1-17-80 0.00 0.00

Specification:



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Block 16Ukhimath

Providing and fixing Polyethelene-Aluminium-Polyethelene(PE-AL-PE) CompositePressure Pipes conforming to IS - 15450 U.V. stabilised with carbonblack 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 1-18-1-1 170.00 168.40

metre1620 (20 mm OD) pipe0 1-18-1-2 210.10 208.40

metre2025 (25 mm OD) pipe0 1-18-1-3 304.10 302.30

metre2532 (32 mm OD) pipe0 1-18-1-4 379.70 377.60

metre3240 (40 mm OD) pipe0 1-18-1-5 598.00 595.40

metre4050 (50 mm OD) pipe0 1-18-1-6 649.20 646.50

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, capable towithstandtemperature 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) pipe82623 1-18-2-1 171.10 169.60

metre1620 (20 mm OD) pipe82624 1-18-2-2 206.30 204.80

metre2025 (25 mm OD) pipe82625 1-18-2-3 247.40 245.80



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Block 16Ukhimath

metre2532 (32 mm OD) pipe82626 1-18-2-4 300.20 298.60

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. withtrenching, refillingand testing of joints complete as per direction of the engineer incharge. External work

1-18-3

metre1216 (16 mm OD) pipe82627 1-18-3-1 160.30 159.10

metre1620 (20 mm OD ) pipe.82628 1-18-3-2 233.00 231.80

metre2025 (25 mm OD ) pipe.82629 1-18-3-3 284.60 283.30

metre2532 (32 mm OD ) pipe.82630 1-18-3-4 350.90 349.60

metre3240 (40 mm OD ) pipe.82631 1-18-3-5 559.20 557.60

metre4050 (50 mm OD ) pipe.82632 1-18-3-6 610.70 609.20

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 OD82633 1-18-4-1 114.70 113.20

metrePN - 16 Pipe, 20 mm OD82634 1-18-4-2 149.60 147.80





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 testing ofjointscomplete as per direction of Engineer in Chajge. (Concealed workincluding cuttingchases and making good the walls etc.,)

1-18-5



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stability 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 testing ofjointscomplete as per direction of Engineer in Chajge. (Concealed workincluding cuttingchases and making good the walls etc.,)

metrePN- 16 Pipe, 16 mm OD82639 1-18-5-1 169.00 166.40




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 complete asper directionof Engineer in Charge. (External work)

1-18-6

metrePN-16 Pipe, 16 mm OD82643 1-18-6-1 103.40 102.10

metrePN - 16 Pipe, 20 mm OD (SDR - 7.4)82644 1-18-6-2 132.90 131.60





metrePN - 16 Pipe, 63mm OD (SDR - 7.4)82649 1-18-6-7 828.80 826.90

metrePN - 16 Pipe, 75 mm OD (SDR - 7.4)82650 1-18-6-8 1,104.30 1,102.30

metrePN - 16 Pipe, 90 mm OD (SDR - 7.4)82651 1-18-6-9 1,667.60 1,665.10

metrePN - 10 Pipe, 110 mm OD (SDR - 11)82652 1-18-6-10 1,865.00 1,862.50

metrePN - 10 Pipe, 160 mm OD (SDR - 11)82653 1-18-6-11 3,835.00 3,831.00

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. (Internal workExposedon wall)

1-18-7



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threaded 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. (Internal workExposedon wall)

metre15 mm nominal outer dia .Pipes.82654 1-18-7-1 112.00 110.50






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 direction ofEngineer inCharge. (Concealed work including cutting chases and making goodthe walls etc.,)

1-18-8





Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermalstability for hot & cold water supply including all CPVC plain &brass threadedfittings, this included jointing of pipes & fittings with one step CPVCsolvent cement,trenching, refilling & testing of joints complete as per direction ofEngineer inCharge. (External work).

1-18-9





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metre62.50 mm nominal inner dia Pipes.82670 1-18-9-7 2,595.30 2,593.40

metre75 mm nominal inner dia .Pipes.82671 1-18-9-8 1,978.20 1,976.50

metre100mm nominal inner dia .Pipes.82672 1-18-9-9 2,748.90 2,746.30

metre150 mm nominal inner dia .Pipes.82673 1-18-9-10 3,317.00 3,313.10

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

metre15 mm dia. nominal bore82674 1-18-10-1 191.20 189.60






Concealed pipe with anti corrosive bitumastic paint, cuttingchases and making good the wall

1-18-11

metre15 mm dia nominal bore82680 1-18-11-1 276.60 272.80

metre20 mm dia nominal bore82681 1-18-11-2 312.50 308.80

Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching andrefilling etc. (external work)

1-18-12











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Making connection of G.I. distribution branch with G.I. main offollowing sizes byproviding and fixing tee, including cutting and threading the pipe etc.complete

1-18-13

each25 to 40 mm nominal bore82690 1-18-13-1 351.50 344.20

each50 to 80 mm nominal bore82691 1-18-13-2 741.70 731.80

eachFixing water meter and stop cock in G.I. pipe line includingcuttingand threading the pipe and making long screws etc. complete (cost ofwater meter and stop cock to be paid separately).

82692 1-18-14 298.70 291.40

Providing and fixing brass bib cock of approved quality1-18-15

each15 mm nominal bore82693 1-18-15-1 414.90 414.90


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.82698 1-18-17-2 505.30 505.30



each65 mm nominal bore82701 1-18-17-5 1,299.10 1,299.10

each80 mm nominal bore82702 1-18-17-6 1,938.00 1,938.00

Providing and fixing ball valve (brass) of approved quality complete1-18-18

High or low pressure with plastic floats1-18-18-1

each15 mm nominal bore82703 1-18-18-1-1 289.40 289.40



Providing and fixing gun metal non-return valve of approved quality(screwedend)

1-18-19

25 mm nominal bore1-18-19-1



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eachHorizontal82706 1-18-19-1-1 414.10 414.10

eachVertical82707 1-18-19-1-2 414.10 414.10


eachHorizontal82708 1-18-19-2-1 545.70 545.70

eachVertical82709 1-18-19-2-2 551.60 551.60


eachHorizontal82710 1-18-19-3-1 689.10 689.10

eachVertical82711 1-18-19-3-2 689.10 689.10


eachHorizontal82712 1-18-19-4-1 997.00 997.00

eachVertical82713 1-18-19-4-2 997.00 997.00


eachHorizontal82714 1-18-19-5-1 1,785.50 1,785.50

eachVertical82715 1-18-19-5-2 1,785.50 1,785.50


eachHorizontal82716 1-18-19-6-1 2,527.40 2,527.40

eachVertical82717 1-18-19-6-2 3,430.70 3,430.70

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 bore82721 1-18-21-1-1 112.40 112.40


45 cm length1-18-21-2



Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet1-18-22



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Nos.100 mm diameter82725 1-18-22-1 72.10 72.10

Nos.150 mm diameter82726 1-18-22-2 86.50 86.50

QuintalLaying in position centrifugally cast (spun) iron S&S or flanged pipes(excluding cost of pipe)

82727 1-18-23 113.10 110.20

QuintalLaying in position S&S or flanged C.I. special such tees, bendscollars,tapers and caps etc. (excluding cost of specials).

82728 1-18-24 219.10 213.60

Providing and laying S&S C.I. standard specials such as tees, bends,collars,tapers, caps etc. (Heavy class)

1-18-25

QuintalUpto 300 mm dia.82729 1-18-25-1 3,597.70 3,592.20

QuintalOver 300 mm dia.82730 1-18-25-2 3,872.20 3,866.70

Providing and laying flanged C.I. standard specials such as tees,bends, collars,tapers, caps etc., suitable for flanged jointing as per IS : 1538

1-18-26

QuintalUpto 300 mm dia.82731 1-18-26-1 6,300.50 6,295.00

QuintalOver 300 mm dia.82732 1-18-26-2 6,936.40 6,930.90

Providing and laying S&S centrifugally cast (spun) iron pipes (ClassLA) conforming to IS - 1536

1-18-27

metre100 mm dia, pipe82733 1-18-27-1 1,111.30 1,109.70

metre125 mm dia. pipe82734 1-18-27-2 1,387.30 1,385.20

metre150 mm dia. pipe82735 1-18-27-3 1,657.10 1,654.50

metre200 mm dia. pipe82736 1-18-27-4 2,810.00 2,805.90

metre250 mm dia. pipe82737 1-18-27-5 3,677.90 3,672.20

metre300 mm dia. pipe82738 1-18-27-6 4,946.30 4,939.20

metre350 mm dia. pipe82739 1-18-27-7 5,960.70 5,951.00

metre400 mm dia. pipe82740 1-18-27-8 7,863.30 7,850.60

metre450 mm dia. pipe82741 1-18-27-9 9,524.60 9,509.10

metre500 mm dia. pipe82742 1-18-27-10 11,003.80 10,987.50

metre600 mm dia. pipe82743 1-18-27-11 15,422.30 15,398.80

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 pipe82744 1-18-28-1 223.00 217.90




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each450 mm diameter pipe82752 1-18-28-9 1,005.10 982.20

each500 mm diameter pipe82753 1-18-28-10 1,063.60 1,039.40


QuintalSupplying pig lead at site of work.82755 1-18-29 10,558.00 10,558.00

Providing flanged joints to double flanged C.I./ D.I. pipes andspecials includingtesting of joints :

1-18-30













Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paidseparately):

1-18-31

100 mm diameter1-18-31-1

eachClass I82768 1-18-31-1-1 3,334.70 3,328.40

eachClass II82769 1-18-31-1-2 3,921.20 3,915.00




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eachClass I82770 1-18-31-2-1 3,147.20 3,144.70

eachClass II82771 1-18-31-2-2 4,203.00 4,200.50


eachClass I82772 1-18-31-3-1 4,382.10 4,378.10

eachClass II82773 1-18-31-3-2 5,233.90 5,229.20


eachClass I82774 1-18-31-4-1 9,064.60 9,057.90

eachClass II82775 1-18-31-4-2 11,134.10 11,125.90


eachClass I82776 1-18-31-5-1 13,275.00 13,265.10

eachClass II82777 1-18-31-5-2 18,602.40 18,584.40


eachClass 182778 1-18-31-6-1 19,469.80 19,451.00

eachClass II82779 1-18-31-6-2 23,122.80 23,100.70

Constructing masonry Chamber 30x30x50 cm, inside with 75 classdesignationbrick work in cement mortar 1:4 (1 cement :4 coarse sand) for stopcock, with C. I. surface box 100x100 x75 mm (inside) with hingedcover fixed in cement concrete 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 40mm nominal size ) and inside plasteringwith cement mortar 1:3 (1 cement :3 coarse sand) 12mm thickfinished with a floating coat of neat cement complete as per standarddesign :

1-18-32

eachWith F.P.S. bricks82780 1-18-32-1 1,538.90 1,521.00

Constructing masonry Chamber 60x60x75 cm, inside with 75 classdesignation brick work in cement mortar 1:4 (1 cement :4coarse sand)for sluice valve, with C.I. surface box 100mm. top diameter, 160 mmbottom diameter and 180 mm deep (inside) with chained lid and RCCtop slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate20mm nominal size ) necessary excavation7foundation concrete1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mmnominal size) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12 mm thick finished with a floating coat ofneat cement complete as per standard design :

1-18-33




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Constructing masonry Chamber 90x90x100 cm, inside with 75 classdesignationbrick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluicevalve, with C.I. surface box 100 mm. top diameter, 160 mm bottomdiameter and 180 mm deep (inside) with chained lid and RCC topslab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10(1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar 1:3(1 cement: 3 coarsesand) 12 mm thick finished with a floating coat of neat cementcomplete as per standard design :

1-18-34


Constructing masonry Chamber 120x120x100 cm, inside with 75class designation brick work in cement mortar 1:4( cement :4 coarse)for sluice 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 stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12 mm thick finished with a floating coat ofneat cement complete as per standard design :

1-18-35


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 mm deep( inside) with chained lid and RCC top 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: 5 finesand: 10 graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mmthick finished with a floating coat of neat cement complete as perstandard design :

1-18-36


Constructing masonry Chamber 60x45x50 cm, inside with 75 classdesignationbrick work in cement mortar 1:4(1 cement : 4 coarse sand) for watermeter complete with C.I. double flap surface box 400x200x200 mm(inside) with locking arrangement and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominalsize) necessary excavation foundation concrete 1:5:10 ( 1 cement: 5fine sand:10 graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mmthick finished with a floating coat of neat cement complete as perstandard design :

1-18-37



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standard design :


Painting G.I. pipes and fittings with synthetic enamel white paint overa readymixed priming coat, both of approved quality for new work :

1-18-38



metre25 mm diameter pipe.82788 1-18-38-3 12.10 11.90




Repainting G.I. pipes and fittings with synthetic enamel white paintof approved quality

1-18-39







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 pipe82806 1-18-41-1 143.30 143.10




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Boring with 100 mm diameter casing pipe for hand pump/ tube wellin all soilsexcept ordinary hard rocks requiring blasting including removing thecasing pipe after the hand pipe/tube well is lowered and tested

1-18-42

metreUpto 6 metres depth.82816 1-18-42-1 443.50 435.30

metreBeyond 6m and upto 12 m depth.82817 1-18-42-2 526.40 516.70

metreBeyond 12 m and upto 18 m depth82818 1-18-42-3 612.50 601.30

metreProviding and placing in position filters of 40 mm diameter G.I. pipewith brassstrainer of approved quality.

82819 1-18-43 558.20 555.00

metreProviding and fixing to filter and lowering to proper levels 40 mmG.I. pipe for tubewell including cleaning and priming the tube well.

82820 1-18-44 363.40 361.70

metreProviding and placing in position hand pump of approved quality for40 mm diameterG.I. pipe complete with all accessories.

82821 1-18-45 928.90 926.10

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 bore82822 1-18-46-1 189.10 186.70



Nos.32 mm nominal82825 1-18-46-4 367.90 365.50


Nos.50mm nominal bore82827 1-18-46-6 607.90 604.60

Nos.65mm nominal bore82828 1-18-46-7 891.80 888.50



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Nos.80 mm nominal bore82829 1-18-46-8 1,288.30 1,285.00

Providing and fixing G.I. Union in existing G.I. pipe line, cutting andthreading the pipe and making long screws including excavation,refilling the earth or cutting of wall and making good the samecomplete wherever required :

1-18-47







each65 mm nominal bore.82836 1-18-47-7 1,142.90 1,133.00

each80 mm nominal bore.82837 1-18-47-8 1,539.50 1,529.60

litreProviding and placing on terrace (at all floor levels) polyethylenewater storagetank ISI : 12701 marked with cover and suitable locking arrangementand makingnecessary holes for inlet, outlet and overflow pipes but withoutfittings and thebase support for tank

82838 1-18-48 10.50 10.50

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.82840 1-18-50-1 983.00 983.00

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

Nos.15mm nominal bore.82841 1-18-51-1 1,189.60 1,189.60

Providing and fixing C.P. brass stop cock (concealed) of standarddesign and of approved make conforming to IS:8931.

1-18-52

Nos.15mm nominal bore.82842 1-18-52-1 1,255.30 1,255.30

Providing and fixing C.P. brass angle valve for basin mixer andgeyser points ofapproved quality conforming to IS:8931

1-18-53



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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.82844 1-18-54-1 182.30 182.30

Nos.15 mm nominal bore, 122mm long, weighing not less than 99 gms.82845 1-18-54-2 323.40 323.40

Nos.15 mm nominal bore, 165 mm long, weighing not less than 110grams.

82846 1-18-54-3 236.60 236.60

Nos.15mm nominal bore, 90mm long, weighing not less than 93 grams.82847 1-18-54-4 186.20 186.20

Providing and fixing PTMT stop cock of approved quality and colour.1-18-55

Nos.15 mm nominal bore, 86mm long, weighing not less than 88 grams.82848 1-18-55-1 156.80 156.80


Nos.Concealed stop cock, 15mm nominal bore, 108mm long, weighingnot less than 108 grams.

82850 1-18-55-3 201.40 201.40

Providing and fixing PTMT pillar cock of approved quality andcolour .

1-18-56


Nos.15mm nominal bore, 125mm long foam flow, Weighing not less than120 gms.

82852 1-18-56-2 387.90 387.90

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.82853 1-18-57-1 121.70 121.70

Nos.15 mm nominal bore, 80mm long, Weighing not less than 46 gms.82854 1-18-57-2 109.90 109.90

Providing and fixing PTMT grating of approved quality and colour.1-18-58

Circular type.1-18-58-1

Nos.100 mm nominal dia.82855 1-18-58-1-1 52.00 52.00

Nos.125 mm nominal dia with 25 mm waste hole.82856 1-18-58-1-2 57.60 57.60

Rectangular type with openable circular lid.1-18-58-2

Nos.150 mm nominal size square 100 mm diameter of the inner hingedround grating.

82857 1-18-58-2-1 98.60 98.60

Providing and fixing C.I. double acting air valve of approved qualitywith bolts,nuts, rubber insertions etc. complete (The tail pieces, tapers etc ifrequired will bepaid separately):

1-18-59

Nos.50mm dia82858 1-18-59-1 4,831.10 4,829.60

Nos.80 mm dia82859 1-18-59-2 6,238.90 6,237.40



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Nos.100mm dia82860 1-18-59-3 7,992.70 7,992.70

Providing and fixing enclosed type water meter (bulk type)conforming to IS : 2373 and tested by Municipal Board complete withbolts, nuts, rubber insertions etc. (The tail pieces if required will bepaid separately):

1-18-60

metre80 mm dia nominal bore82861 1-18-60-1 3,139.00 3,136.00




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

each80 mm dia82865 1-18-61-1 3,677.50 3,674.50

each100mm dia.82866 1-18-61-2 5,938.80 5,935.00

each150 mm dia82867 1-18-61-3 7,516.40 7,512.00

each200mm dia82868 1-18-61-4 7,023.20 7,023.20

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 than 138gms.82869 1-18-62-1 240.10 240.10



Nos.40mm nominal bore, 206mm long, weighing not less than 690gms.82872 1-18-62-4 1,247.30 1,247.30

Nos.50mm nominal bore, 242mm long, weighing not less than 1240gms82873 1-18-62-5 1,565.90 1,565.90

Nos.Providing and fixing PTMT angle stop cock 15 mm nominal bore,weighing notless than 85gms.

82874 1-18-63 192.00 192.00

Nos.Providing and fixing PTMT swivelling shower, 15 mm nominal bore,weighing not less than 40gms.

82875 1-18-64 140.20 140.20

Nos.Providing and fixing PTMT soap Dish Holder having length of138mm, breadth102mm, height of 75mm with concealed fitting arrangementsweighing not lessthan 106 gms.

82876 1-18-65 175.40 175.40

Providing and laying S&S C.I. Standard specials such as tees, bends,collars tapers and caps etc, suitable for flanged jointing as per IS :1538

1-18-66



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1538

QuintalUpto300mmdia82877 1-18-66-1 6,612.60 6,607.10

QuintalAbove 300 mm dia82878 1-18-66-2 9,838.60 9,833.10

Providing and laying S&S C.I. Standard specials suitable formechanical jointingas per IS : 13382

1-18-67

QuintalUpto 300mmdia82879 1-18-67-1 10,777.10 10,771.60


Providing and laying D.I. specials of class K-12 suitable for push-onjointing as per IS : 9523

1-18-68

QuintalUpto 600mmdia82881 1-18-68-1 15,469.60 15,464.10


Providing and laying D.I Specials of Class K-12suitable formechanical jointing as per IS :9523

1-18-69

QuintalUpto 600 mm dia82883 1-18-69-1 16,290.80 16,285.30


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 pipes82885 1-18-70-1 58.60 58.00

each150 mm dia pipes82886 1-18-70-2 88.80 87.60

each200 mm dia pipes82887 1-18-70-3 136.40 134.80

each250 mm dia pipes82888 1-18-70-4 165.20 163.30

each300 mm dia pipes82889 1-18-70-5 223.30 221.00

each350 mm dia pipes82890 1-18-70-6 243.30 240.90

each400 mm dia pipes82891 1-18-70-7 399.40 396.30

each450 mm dia pipes82892 1-18-70-8 461.10 457.60

each500 mm dia pipes82893 1-18-70-9 497.80 494.10

each600 mm dia pipes82894 1-18-70-10 637.40 632.30

each650 mm dia pipes82895 1-18-70-11 226.90 221.00

each700 mm dia pipes82896 1-18-70-12 901.50 895.50

each800 mm dia pipes82897 1-18-70-13 1,142.10 1,135.50



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Block 16Ukhimath

each900 mm dia pipes82898 1-18-70-14 1,467.80 1,460.10

each1000 mm dia pipes82899 1-18-70-15 1,731.90 1,723.40

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 Pipe82900 1-18-71-1 1,676.70 1,674.90










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 pipes82910 1-18-72-1 959.70 958.20

metre150 mm dia Ductile Iron Class K-7 pipes82911 1-18-72-2 1,395.00 1,392.60





metre400 mm dia Ductile Iron Class K.-7 pipes82916 1-18-72-7 5,099.40 5,087.90

metre450 mm dia Ductile Iron Class K.-7 pipes82917 1-18-72-8 6,162.90 6,149.00







metre100 mm dia Ductile Iron Class K-9 pipes82924 1-18-72-15 958.60 958.10



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metre1000 mm dia Ductile Iron Class K-9 pipes.82938 1-18-72-29 19,551.80 19,540.70

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 Flanged82939 1-18-73-1 2,582.00 2,581.40











Providing and fixing unplastisised P.V.C. connection pipe withPTMT Nuts ofapproved quality and colour.

1-18-74

each15 mm nominal bore with 30cm length82950 1-18-74-1 61.90 61.90



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Block 16Ukhimath

each15 mm nominal bore with 45 cm length.82951 1-18-74-2 73.90 73.90

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.82952 1-18-75-1 6.70 6.70

Nos.20mm nominal bore. Weighing not less than 40gms.82953 1-18-75-2 51.30 51.30

Nos.25mm nominal bore. Weighing not less than 62gms.82954 1-18-75-3 73.60 73.60

Cutting holes upto 30x30 cm in walls including making good thesame

1-18-76

Nos.With F.P.S. bricks.82955 1-18-76-1 248.00 244.10

eachCutting holes upto 15x15 cm in R.C.C. floors and roofs for passingdrain pipe etc. and repairing the hole after insertion of drain pipe etc.with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) including finishing complete so as tomake it leak proof.

82956 1-18-77 192.00 188.10

metreMaking chases upto 7.5x7.5 cm in wails including making good andfinishing with matching surface after housing G.I. pipe etc.

82957 1-18-78 85.90 83.80

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

82958 1-18-79 159.10 156.00

Disinfecting C.I. water mains by flushing with water containingbleaching powder at 0.5 gms per litre of water and cleaning the samewith fresh water, operation to be repeated three times includinggetting the sample of water from the disinfected main tested in themunicipal laboratory

1-18-80

metre80mm diametre C.I, pipe.82959 1-18-80-1 8.90 8.60

metre100 mm dia metre C.l.pipe.82960 1-18-80-2 11.50 11.20

metre125 mm diametre C.I, pipe.82961 1-18-80-3 14.20 13.90

metre150mm dia metre C.l,pipe.82962 1-18-80-4 17.00 16.60

metre200mm diametre C.I. pipe.82963 1-18-80-5 22.50 22.00

metre250 mm diametre C.I. pipe.82964 1-18-80-6 26.30 25.70


metre350 mm diametre C.I, pipe82966 1-18-80-8 34.90 34.10





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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 samples ofwater tested in the municipal laboratory

1-18-81


metre100mm diametreC.I. pipe.82972 1-18-81-2 3.90 3.80

metre125mm dia metre C.I. pipe.82973 1-18-81-3 4.70 4.60

metre150 mm dia metre C.I. pipe.82974 1-18-81-4 5.50 5.40









Dismantling old C.I. pipes including excavation and refilling trenchesafter taking out the pipes, breaking lead caulked joints, melting oflead and making into blocks including stacking of pipes at site leadupto 50 metre

1-18-82


metre100mm diametre C.I. pipe.82984 1-18-82-2 193.20 189.30

metre125 mm diametre C.I, pipe.82985 1-18-82-3 211.70 207.50

metre150mm dia metre C.I. pipe.82986 1-18-82-4 219.50 215.10





metre400mm dia metre C.l. pipe.82991 1-18-82-9 329.20 322.40




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Labour for cutting C.I. pipe with steel saw.1-18-83

each80 mm diametre C.I. pipe.82995 1-18-83-1 67.90 66.20







each350 mm diametre C.I. pipe83002 1-18-83-8 396.60 386.80



each500 mm diametre C.I. pipe83005 1-18-83-11 568.00 553.90

Nos.600 mm diametre C.I. pipe.83006 1-18-83-12 675.20 658.30

Providing & fixing chrome plated brass battery based infrared sensoroperated pillar cock, having foam flow technology.

1-18-84


Specification:



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Block 16Ukhimath

Providing, laying and jointing glazed stoneware pipes grade ‘A’ withstiff 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. pipe83014 1-19-2-1 0.00 0.00

metre150 mm diameter S.W, pipe83015 1-19-2-2 789.50 780.30

metre200 mm diameter S.W. pipe83016 1-19-2-3 920.40 909.60

metre230 mm diameter S.W, pipe83017 1-19-2-4 1,007.60 995.80

metre250 mm diameter S.W. pipe83018 1-19-2-5 1,064.30 1,051.90

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded

1-19-3







Providing and fixing square-mouth S.W. gully trap grade ‘A”complete with C.I.

1-19-4

100x100 mm size P type1-19-4-1

metreWith F.P.S. Bricks class designation 7583025 1-19-4-1-1 2,043.10 2,025.10

metreWith Sewer bricks conforming to IS : 488583026 1-19-4-1-2 0.00 0.00

150 x 100 mm size P type.1-19-4-2

metreWith F.P.S. bricks class designation 7583027 1-19-4-2-1 0.00 0.00

metreWith sewer bricks conforming to IS : 488583028 1-19-4-2-2 0.00 0.00



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Block 16Ukhimath

180x150 mm size P type1-19-4-3

metreWith F.P.S. bricks class designation 7583029 1-19-4-3-1 0.00 0.00

metreWith Sewer bricks conforming to IS : 488583030 1-19-4-3-2 0.00 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. pipe83040 1-19-6-1 369.00 366.50

metre150mmdia. R.C.C. pipe83041 1-19-6-2 469.80 466.20



metre450 mm dia. R.C.C. pipe83044 1-19-6-5 1,434.10 1,419.10









Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse

1-19-7



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Block 16Ukhimath

Inside size 90x80 cm and .45 cm deep including C.I. cover with frame(light duty)455x610 mm internal dimensions total weight of cover and frame tobe not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg):

1-19-7-1

eachWith F.P.S. bricks with class designation 7583053 1-19-7-1-1 10,439.10 10,324.10

eachWith Sewer bricks conforming to IS : 488583054 1-19-7-1-2 9,664.50 9,571.40

Inside size 120x90 cm and 90 cm deep including C.I. cover withframe (mediumduty) 500 mm internal diameter, total weight of cover and frame to benot lessthan 116 kg (weight of cover 58 kg and weight of frame 58 kg):

1-19-7-2

eachWith F.P.S. bricks class designation 7583055 1-19-7-2-1 18,595.80 18,383.40


Inside size 120x90 cm and 90 cm deep including C.I. cover withframe (heavyduty) 560 mm internal diameter, total weight of cover and frame to benot lessthan 208 kg (weight of cover 108 kg and weight of frame 100 kg)

1-19-7-3



Extra for depth for manholes1-19-8

Size 90x80 cm1-19-8-8-1

metreWith common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5

83059 1-19-8-8-1-1 5,686.30 5,652.00

metreWith Sewer bricks conforming to IS : 488583060 1-19-8-8-1-2 6,809.30 6,768.00

Size 120x90 cm1-19-8-2

metreWith common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5

83061 1-19-8-2-1 9,500.20 9,383.00

metreWith Sewer bricks conforming to IS : 488583062 1-19-8-2-2 6,809.30 6,768.00

Constructing brick masonry circular type manhole 0.91m internal diaat bottom

1-19-9

0.91 m deep with S.F.R.C. 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 (1 cement :2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centeringshuttering allcomplete. (Excavation, foot rests and 12mm thick cement plaster atthe externalsurface shall be paid for separately):

1-19-9-1



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: 4 graded stone aggregate 20 mm nominal size) including centeringshuttering allcomplete. (Excavation, foot rests and 12mm thick cement plaster atthe externalsurface shall be paid for separately):



Extra depth for circular type manhole 0.91m internal dia (at bottom)beyond 0.91m

1-19-10

metreWith F.P.S. bricks class designation 7583065 1-19-10-1 9,611.10 9,483.10

metreWith Sewer bricks conforming IS : 488583066 1-19-10-2 4,904.20 4,873.10

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 (1 cement : 2coarsesand : 4 graded stone aggregate 20mm nominal size) includingcentering shutteringall complete. (Excavation, foot rests and 12 mm thick cement plasterat the externalsurface shall be paid for separately):

1-19-11-1


eachWith Sewer bricks conforming IS : 488583068 1-19-11-1-2 27,045.20 26,886.00

Extra depth for circular type manhole 1.22m internal dia (at bottom)beyond 1.68 m

1-19-12

metreWith F.P.S. bricks class designation 7583069 1-19-12-1 6,318.00 6,279.00


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 (1 cement :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



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shuttering all complete. (Excavation, foot rests and 12 mm thickcement plasterat the external surface shall be paid for separately):


eachWith Sewer bricks conforming IS : 488583072 1-19-13-1-2 55,345.20 54,808.70

Extra depth for circular type manhole 1.52 m internal dia (at bottom)beyond 2.30 m:

1-19-14

metreWith F.P.S bricks class desigantion83073 1-19-14-1 15,182.30 15,100.10


Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement

1-19-15

metreWith 20x20 mm square bar83075 1-19-15-1 292.50 288.70

metreWith 20 mm diameter round bar83076 1-19-15-2 257.50 253.70

metreProviding orange colour safety foot rest of minimum 6 mm thickplasticencapsulated as per IS : 10910 on 12mm dia steel bar conforming toIS : 1786having minimum cross section as 23 mmx25mm and over allminimum length263 mm and width as 165mm with minimum 112 mm space betweenprotrudedlegs having 2 mm tread on top surface by ribbing or chequeringbesidesnecessary and adequate anchoring projections on tail length on 138mm 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: 3 coarsesand : 6 gradedstone aggregate 20 mm nominal size) complete as per design.

83077 1-19-16 335.90 331.10

Replacement of M.S. foot rests in manholes including dismantlingconcrete blocks

1-19-17

metreWith 20 mm diameter round bar83078 1-19-17-1 303.90 298.90

metreWith 20 mm diameter square bar83079 1-19-17-1 340.30 335.20

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.

83080 1-19-18-1 1,238.80 1,237.80



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Block 16Ukhimath

cover to be notless than 23 kg.

metre500 mm diameter C.I. cover (medium duty) the weight of the cover tobe not lessthan 58 kg.

83081 1-19-18-2 2,057.30 2,056.40

metre560 mm diameter C.I, cover (heavy duty) the weight of the cover tobe not less than108 kg.

83082 1-19-18-3 5,933.90 5,932.90

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 dimensions83083 1-19-19-1-1 1,211.60 1,206.40

metreSquare shape 450mm internal dimensions83084 1-19-19-1-2 1,021.40 1,017.60

metreCircular shape 450mm internal diameter83085 1-19-19-1-3 962.80 958.90

MD- 101-19-19-2

metreSquare shape 450mm x450mm finternal dimension83086 1-19-19-2-1 1,217.80 1,212.60

metreCircular shape 500mm internal diameter83087 1-19-19-2-2 1,039.40 1,035.50

HD-201-19-19-3

eachCircular shape 560 mm internal diameter83088 1-19-19-3-1 9,642.80 9,638.90

EHD - 351-19-19-4

metreCircular shape 560 mm internal dia.83089 1-19-19-4-1 1,722.90 1,719.10

metreSupplying and fixing C.I. cover 300x300 mm without frame for gullytrap (standardpattern) the weight of cover to be not less than 4.5kg

83090 1-19-20 342.90 342.70

Making connection of drain or sewer line with existing manholeincluding breaking

1-19-21

cu.mFor pipes 100 to 230 mm diameter83091 1-19-21-1 373.20 365.70



Providing sand cast iron drop connection externally for 60 cm dropfrom branch

1-19-22

metre100 mm dia. sand cast iron drop connection83094 1-19-22-1 7,620.40 7,549.50

metre150 mm dia. sand cast iron drop connection83095 1-19-22-2 10,847.30 10,768.30

Extra for depths beyond 60 cm of sand cast iron drop connectioncomplete :

1-19-23



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metreFor 100 mm dia. sand cast iron drop connection83096 1-19-23-1 2,123.40 2,113.80

metreFor 150 mm dia. sand cast iron drop connection83097 1-19-23-2 3,597.80 3,585.70

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 deep83098 1-19-24-1 743.30 724.40

cu.mRectangular manhole 120x90 cm and 90 cm deep83099 1-19-24-2 1,303.20 1,269.70

cu.mRectangular arch type manhole 140x90cm and 2.45m deep.83100 1-19-24-3 2,465.40 2,402.10

cu.mCircular manhole 122 cm diameter and 1.68 m deep.83101 1-19-24-4 1,570.90 1,530.90

Extra for depth of manholes dismantled:1-19-25

metreRectangular manhole 90x80 cm and 45 cm deep83102 1-19-25-1 593.40 578.00

metreRectangular manhole 120x90 cm and 90 cm deep83103 1-19-25-2 706.60 688.30

cu.mRectangular arch type manhole 140x90 cm and 2.45m deep (upto4.25 m depth).

83104 1-19-25-3 1,028.80 1,002.00

cu.mCircular manhole 122 cm diameter and 1.68 m deep (upto 2.29 mdepth)

83105 1-19-25-4 2,501.00 2,437.00

Raising manhole cover and frame slab to required level includingdismantling

1-19-26

eachRectangular manhole 90x80 cm with rectangular cover 600x450 mmof grade LD - 2.5

83106 1-19-26-1 1,763.10 1,729.90

eachRectangular manhole 120x90 cm with circular cover 500 mm dia ofgrade MD - 10

83107 1-19-26-2 2,752.50 2,700.40

eachRectangular manhole 120x90 cm with circular cover 560 mm dia ofgrade HD - 20

83108 1-19-26-3 2,248.70 2,206.30

eachCircular manhole 140 cm dia with circular cover 600 mm dia of gradeEHD - 35

83109 1-19-26-4 234.70 231.40

Constructing brick masonry road gully chamber 50x45x60 cm withbricks of class

1-19-27

cu.mWith F.P.S. bricks83110 1-19-27-1 4,877.20 4,821.90

Constructing brick masonry road gully chamber 45x45x77.5 cm withbricks of class

1-19-28

cu.mWith F.P.S. Bricks83111 1-19-28-1 6,589.50 6,509.10

Constructing brick masonry road gully chamber 110x50x77.5 cmwith bricks of

1-19-29

cu.mWith F.P.S. bricks83112 1-19-29-1 9,738.20 9,608.30

Constructing brick masonry chamber for underground C.I. inspectionchamber

1-19-30



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Block 16Ukhimath

chamber

Inside dimensions 600x 850 mm and 45 cm deep for pipe line withthree or moreinlets :

1-19-30-3

cu.mWith F.P.S. bricks83113 1-19-30-3-1 6,183.10 6,133.90

Constructing brick masonry chamber for underground C.I. inspectionchamberand bends with 75 class designation bricks in cement mortar 1:4 (1cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internaldimensions,total weight of cover with frame to be not less than 38 kg (weight ofcover 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 mm nominalsize), insideplastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarsesand) finishedsmooth with a floating coat of neat cement on walls and bed concreteetc.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. bricks83114 1-19-30-2-2-1 6,498.50 6,438.50

Inside dimensions 455x610 mm and 45 cm deep for single pipe line :1-19-30-1

cu.mWith F.P.S. bricks83115 1-19-30-1-1 5,469.10 5,422.30

Extra for depth beyond 45 cm of brick masonry chamber1-19-31

For 455x610 mm size1-19-31-1

metreWith F.P.S. bricks83116 1-19-31-1-1 5,557.90 5,489.60

For 500x700 mm size1-19-31-2


For 600x850 mm size1-19-31-3


Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm drybrick honey

1-19-32



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Block 16Ukhimath

Nos.With F.P.S. bricks83119 1-19-32-1 38,515.10 37,693.60

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.

83120 1-19-33 4,677.90 4,583.80

Providing and fixing1-19-34

Nos.150 mm dia83121 1-19-34-2 392.30 390.50

Nos.100 mm dia83122 1-19-34-1 289.20 287.90

eachProviding and fixing square-mouth S.W. gully trap grade 'A''completewith C.I. grating brick masonry chamber with water tight C.I.coverwith frame of 300 x300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as perstandard design : 100x100 mm size P type With F.P.S. Bricks class designation 75

83123 1-19-04-1 2,043.10 2,025.10

eachWith Sewer bricks conforming to IS : 4885 each 1,033.35 150 x 100 mm size P type. With F.P.S. bricks class designation 75

83124 1-19-04-2 2,063.10 2,045.50

eachWith sewer bricks conforming to IS : 4885 each 1,060.15 180x150 mm size P type With F.P.S. bricks class designation 75

83125 1-19-04-3 2,717.50 2,690.40

eachWith Sewer bricks conforming to IS : 488583126 1-19-04-4 2,150.30 2,133.10

Specification:



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Rate

Block 16Ukhimath

Providing, driving and installing driven cast-in-situ reinforced cementconcrete piles

1-20-1

metre400 mm dia piles83127 1-20-1-1 1,763.00 1,745.20


metre500 mm dia piles83129 1-20-1-3 676.10 675.20



metre1000 mm dia piles.83132 1-20-1-6 8,800.40 8,691.30



Boring, providing and installing bored cast-in-situ reinforced cementconcrete pilediameter

1-20-2




metre500 mm dia. piles83138 1-20-2-4 3,433.10 3,405.60






Boring, Providing and installing cast in situ single under reamed pilesof specified

1-20-3





Extra over item No. 20.3 for providing additional bulb in underreamed piles, under

1-20-4

each300mm dia piles.83148 1-20-4-1 1,064.20 1,051.50

each400mm dia piles.83149 1-20-4-2 1,552.70 1,536.00



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Block 16Ukhimath

each450 mm dia piles.83150 1-20-4-3 1,860.00 1,840.80

each550 mm dia piles.83151 1-20-4-4 2,269.70 2,247.80

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.83158 1-20-6-1-1 37,774.30 37,774.30

per testRoutine test83159 1-20-6-1-2 17,596.70 17,596.70

Single pile above 50 tonne and upto 100 tonne capacity1-20-6-2

per testInitial test83160 1-20-6-2-1 47,276.50 47,276.50

per testRoutine test.83161 1-20-6-2-2 26,981.60 26,981.60

Group of two or more piles upto 50 tonne capacity1-20-6-3

per testInitial test83162 1-20-6-3-1 56,896.10 56,896.10

per testRoutine test83163 1-20-6-3-2 34,606.90 34,606.90

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.83164 1-20-7-1-1 17,596.70 17,596.70

per testAbove 50 tonne and upto 100 tonne capacity pile.83165 1-20-7-1-2 26,981.60 26,981.60

Group of two piles.1-20-7-2

per testUpto 50 tonne capacity each .83166 1-20-7-2-1 34,606.90 34,606.90



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Rate

Block 16Ukhimath

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.83167 1-20-8-1 17,596.70 17,596.70

per testAbove 50 tonne and upto 100 tonne capacity pile.83168 1-20-8-2 27,685.50 27,685.50

per testIntegrity of pile using Low Strain/ Sonic Integrity Test/ Sonic EchoTest method in accordance with IS 14893 including surfacepreparation of pile top by removing soil, mud, dust & chipping leanconcrete lumps etc. and use of computerised equipment and high skilltrained personal for conducting the test & submission of results, allcomplete as per direction of Engineer-in-charge.NOTE :- The inclusion of the above item in the schedule of workshall be judiciously decided by the technical sanctioning authority,keeping in view the quality control, type of soil strata & importanceof the project.

83169 1-20-9 0.00 0.00

Specification:



20/06/14 7:21 of 221

Chapter Name Aluminium Work

Rate In (Rs.)



Rate

Block 16Ukhimath

Providing and fixing aluminium work for doors, windows, ventilatorsand partitions

1-21-1

For fixed portion.1-21-1-1

kilogramAnodised aluminium (anodised transparent or dyed to required shadeaccordingto IS: 1868, Minimum anodic coating of grade AC 15)

83170 1-21-1-1-1 363.70 363.20

kilogramPowder coated aluminium (minimum thickness of powder coating 50micron)

83171 1-21-1-1-2 363.70 363.20

kilogramPolyester powder coated aluminium (minimum thickness of polyesterpowdercoating 50 micron)

83172 1-21-1-1-3 380.90 380.40

For shutters of doors, windows & ventilators including providing andfixing 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

kilogramAnodised aluminium (anodised transparent or dyed to required shadeaccordingto IS: 1868, Minimum anodic coating of grade AC 15)

83173 1-21-1-2-1 500.30 499.70

kilogramPowder coated aluminium (minimum thickness of powder coating 50micron)

83174 1-21-1-2-2 399.00 398.40

kilogramPolyester powder coated aluminium (minimum thickness of polyesterpowdercoating 50 micron).

83175 1-21-1-2-3 409.20 408.60

Providing and fixing 12mm thick prelaminated particle board flatpressed three

1-21-2

sq.mPre-laminated particle board with decorative lamination on one sideand balancinglamination on other side.

83176 1-21-2-1 1,035.10 1,032.20

sq.mPrelaminated particle board with decorative lamination on both sides.83177 1-21-2-2 1,084.40 1,081.50

Providing and fixing glazing in aluminium door, window, ventilatorshutters and

1-21-3

sq.mWith float glass panes of 4.0 mm thickness83178 1-21-3-1 997.30 992.20

sq.mWith float glass panes of 5.50 mm thickness83179 1-21-3-2 1,281.70 1,276.60

sq.mWith float glass panes of 8 mm thickness83180 1-21-3-3 952.80 949.00

Providing and fixing double action hydraulic floor spring of approvedbrand and

1-21-4



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Block 16Ukhimath

brand and

eachWith stainless steel cover plate83181 1-21-4-1 2,040.10 2,036.30

eachWith brass cover plate83182 1-21-4-2 2,230.60 2,226.50

kilogramProviding and fixing powder coated aluminium work (minimumthickness of powder coating 50 micron) consisting of tee/ anglesections, of approved make conforming to IS : 733 in frames of falseceiling including aluminium angle cleats with necessary C.P.brass/stainless steel sunk screws, aluminium perimeter angles fixed to wallwith rawl plugs @ 450 mm centre to centre and fixing the frame workto G.I. level adjusting hangers 6 mm dia. with necessarycadmiumplated machine screws all complete as per approved architecturaldrawings and direction of the Engineer-in-charge (level adjustinghangers, ceiling cleats and expansion hold fasteners to be paidforseparately).

83183 1-21-5 471.90 469.60

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 hold fasteners12.5 mm dia. 40mm long complete as per direction of Engineer-in-charge

83184 1-21-6 102.50 102.10

Providing and fixing machine moulded aluminium covering ofapproved pattern

1-21-7

kilogramAnodised aluminium sheet 2.5mm thick (anodised transparent or dyedto requiredshade according to IS: 1868, Minimum anodic coating of grade AC15)

83185 1-21-7-1 463.30 462.00

kilogramPowder coated aluminium sheet 2.5mm thick (minimum thickness ofpowdercoating 50 micron)

83186 1-21-7-2 463.30 462.00

Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work

1-21-8

metreUpto 5mm depth and 5 mm width83187 1-21-8-1 82.90 82.90

Extra for applying additional anodic coating AC 25 instead of AC 15to aluminium

1-21-9

kilogramFor fixed portion83188 1-21-9-1 -29.30 -29.30

kilogramFor shutters of doors, windows & ventilators.83189 1-21-9-2 -29.30 -29.30



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Rate

Block 16Ukhimath

sq.mProviding and fixing double glazed hermetically sealed glazing inaluminium windows, ventilators and partition etc. with 6 mm thickclear float glass both side having 12 mm air gap including providingEPDM gasket, perforated aluminium spacers, desiccants, siliconsealant (Both primary and secondary sealant) etc. as perspecifications, drawings and direction of Engineer-in-chargecomplete.

83190 1-21-10 0.00 0.00

Providing and fixing stainless steel (SS-304 grade) adjustable frictionwindows

1-21-11

each205X19mm83191 1-21-11-1 215.40 215.10

each255X19mm83192 1-21-11-2 518.10 517.80

each355X19 mm83193 1-21-11-3 336.20 335.90

each510X19mm83194 1-21-11-4 588.50 588.10

each710X19mm83195 1-21-11-5 1,010.80 1,010.50

Providing and fixing aluminium tubular handle bar 32 mm outer dia,3.0 mm thick

1-21-12

eachAnodized (AC 15 ) aluminium tubular handle bar83196 1-21-12-1 525.70 525.50

eachPowder coated minimum thickness 50 micron aluminium tubularhandle bar.

83197 1-21-12-2 525.70 525.50

eachPolyester powder coated minimum thickness 50 micron aluminiumtubular handlebar

83198 1-21-12-3 552.50 552.30

eachProviding and fixing 100mm brass locks (best make ofapprovedquality) for aluminium doors including necessary cutting andmakinggood etc. complete.

83199 1-21-13 1,069.60 1,067.10

kilogramProviding and fixing anodised aluminium (anodised transparentordyed to required shade according to IS: 1868. Minimum anodiccoating of grade AC 15) sub frame work for windows and ventilatorsawith extruded built up standard tubular sections of approvedmakeconforming to IS: 733 and IS : 1285 fixed with rawl plugs andstainless steel screws etc.

83200 1-21-14 387.30 387.00

Providing and fixing aluminium casement windows fastener ofrequired length

1-21-15

eachAnodized(AC 15) aluminium83201 1-21-15-1 52.30 52.20



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Rate

Block 16Ukhimath

eachPowder coated minimum thickness 50 micron aluminium.83202 1-21-15-2 53.50 53.40

eachPolyester powder coated minimum thickness 50 micron aluminium83203 1-21-15-3 52.30 52.20

Providing and fixing aluminium round shape handle of outer dia100mm with SS

1-21-16

eachAnodized (AC 15 ) aluminium83204 1-21-16-1 62.90 62.80

eachPowder coated minimum thickness 50 micron aluminium83205 1-21-16-2 68.70 68.60

eachPolyester powder coated minimum thickness 50 micron aluminium83206 1-21-16-3 74.60 74.50

kilogramProviding and fixing anodised aluminium grill (anodised transparentor dyed to required shade according to IS : 1868 with minimumanodic coating of grade AC 15) of approved design/pattern, withapproved standard section and fixed to the existing window framewith C.P. brass/ stainless steel screws @ 200 mm centre to centre,including cutting the grill to proper opening size for fixing andoperation of handles and fixing approved anodised aluminiumstandard section around the opening, all complete as per requirmentand direction of Engineer-in-charge. (Only weight of grill to bemeasured for payment).

83207 1-21-17 0.00 0.00

sq.mProviding & fixing 12 mm thick frameless toughened glass doorshutter of approved brand and manufacture, including providing andfixing top & bottom pivot & spring type fixing arrangment andmaking necessary holes etc. for fixing required door fittings, allcomplete as per direction of Engineer-in-charge(Door handle, lockand stopper etc to be paid separately).

83208 1-21-18 0.00 0.00

Specification:



20/06/14 7:21 of 221

Chapter Name Water Proofing

Rate In (Rs.)



Rate

Block 16Ukhimath

sq.mProviding and laying water proofing treatment to vertical andhorizontal surfaces of depressed portions of W.C., kitchen andthelike 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 applied hotat1.7 Kg. per sqm of area.iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints ofPVC sheet should be 100 mm wide and pasted to each otherwith bitumen @ 1.7 Kg/sqm.)

83209 1-22-3 397.60 392.40

Providing and Placing in position suitable PVC water stopsconforming to IS:12200 for construction/expansion joints between two RCC membersand 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 with bindingwirebefore pouring concrete etc. complete :Serrated with central bulb (225mm wide, 8-11mm thick).

83210 1-22-4-1 493.40 493.20

metreDumb bell with central bulb (180mm wide, 8mm thick).83211 1-22-4-2 464.10 463.90

metreKickers (320mm wide, 5mm thick).83212 1-22-4-3 654.70 638.90

sq.mProviding and laying water proofing treatment in sunken portionofWCs, bathroom etc., by applying cement slurry mixed withwaterproofing cement compound consisting of applying : a) First layerofslurry of cement @ 0.488 kg/sqm mixed with water proofingcementcompound @ 0.253 kg/sqm. This layer will be allowed to air cure for4hours. 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 curing for48hours. The rate includes preparation of surface, treatment andsealing of all joints, corners, junctions of pipes and masonrywithpolymer mixed slurry.

83213 1-22-5 189.60 184.90



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Rate In (Rs.)



Rate

Block 16Ukhimath

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 curing for48hours. The rate includes preparation of surface, treatment andsealing of all joints, corners, junctions of pipes and masonrywithpolymer mixed slurry.

sq.mProviding and laying water proofing treatment on roofs of slabs byapplying cement slurry mixed with water proofing cement compoundconsisting of applying: a) after surface preparation, first layer ofslurry of cement @ 0.488 kg/sqm mixed with water proofing cementcompound @ 0.253 kg/sqm. b) laying second layer of Fibre glasscloth when the first layer is still green. Overlaps of joints of fibrecloth should not be less than 10 cm. c) third layer of 1.5 mmthickness consisting of slurry of cement @ 1.289 kg/sqm mixed withwater proofing cement compound @ 0.670 kg/sqm and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed bywater curing for 48 hours. The entire treatment will be taken upto30cm on parapet wall and tucked into groove in parapet all around. d)fourth and final layer of brick tiling with cement mortarwhich will bepaid for separately (for the purpose of measurement the entire treatedsurface will be measured)

83214 1-22-6 378.90 375.00

sq.mProviding and laying six courses water proofing treatment withbitumen felt over roofs consisting of first, third and fifth courseofblown bitumen 85/25 or 90/15 conforming to IS : 702 applied [email protected], 1.20 and 1.45 Kg per square metre of area respectively, secondand fourth courses of roofing felt type 3 grade I conforming toIS :1322 (Hessian based self finished bitumen felt) conforming toIS :1322 and sixth and final course of stone grit 6 mm and down size orpea sized gravel spread at 6 cubic dm per sqm including preparationof surface but excluding grading, complete.

83215 1-22-9 393.00 389.20

sq.mProviding and laying six courses water proofing treatment withbitumen felt over roofs consisting of first, third and fifthcourses ofblown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kgper square metre of area respectively, second and fourth courses ofroofing felt type 2 grade I (fibre base self finished bitumen felt) sixandfinal courses of stone grit 6mm and down size or pea sizedgravelspread at 6cu.dm per sqm including preparation of surface, excludinggrading, compete.

83216 1-22-10 499.80 493.40



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Rate

Block 16Ukhimath

gravelspread at 6cu.dm per sqm including preparation of surface, excludinggrading, compete.

sq.mProviding and laying six courses water proofing treatment withbitumen felt over roofs consisting of first, third and fifthcourses ofblow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70kgper square metre of area respectively, second and fourth courses ofroofing felt type 2 grade II (glass fibre base self finished bitumenfelt)and sixth and final course of stone grit 6mm and down size orpeasized gravel spread at 6 cubic dm per sqm including preparationofsurface but excluding grading, complete.

83217 1-22-11 499.80 493.40

sq.mSupplying and applying bituminous solution primer on roof and orwallsurface at 0.24 litre per sqm.

83218 1-22-12 25.40 25.00

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 course ofspreading stone grit 6mm down size or pea sized gravel : At 6 cudm per sqm.

83219 1-22-13-13-1 23.10 22.50

sq.mat 8 cudm per sqm.83220 1-22-13-13-2 30.00 29.20

Grading roof for water proofing treatment with1-22-14

cu.mGrading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size)

83221 1-22-14-14-1 7,270.00 7,140.90

cu.mCement mortar 1:3 (1 cement : 3 coarse sand)83222 1-22-14-14-2 8,600.30 8,503.20

cu.mCement mortar 1:4 (1cement : 4 coarse sand)83223 1-22-14-14-3 3,454.50 3,364.30

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 the polymericmixis 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 with 2%integral water proofing compound by weight of cement over a12mmlayer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neatwhich shall be paid for separately.

83224 1-22-15 628.00 624.50



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Rate In (Rs.)



Rate

Block 16Ukhimath

Polymericmembrane 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 the polymericmixis 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 with 2%integral water proofing compound by weight of cement over a12mmlayer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neatwhich 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, which shallconsist 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 the polymericmixis 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) mixedwith2% integral water proofing compound by weight of cement overa12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) andfinished neat which shall be paid for separately.

83225 1-22-16 464.80 462.40

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 the polymericmixis 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) mixedwith2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finishedneat which shall be paid for separately.

83226 1-22-17 818.10 814.60



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Rate

Block 16Ukhimath

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 the polymericmixis 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) mixedwith2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finishedneat which shall be paid for separately.

sq.mExtra for covering top of membrane with Geotextile, 120gsmnonwoven, 100% polyester of thickness 1 to 1.25mm bonded to themembrane with intermittent touch by heating the membrane byButane Torch as per manufactures recommendation [for ItemNo.25.19 to 25.21].

83227 1-22-21 65.20 64.80

Providing and laying integral cement based treatment for waterproofing on horizontal surface at all depth below ground levelfor under ground structures as directed by Engineer-in-Chargeand consisting of :(i) Ist layer of 22mm to 25mm thick approved and specifiedrough stone slab over a 25mm thick base of cement mortar 1:3 (1cement : 3 coarse sand) mixed with water proofing compoundconforming to IS:2645 in the recommended proportion over theleveling course (leveling course to be paid separately). Joints sealedand grouted with cement slurry mixed with water proofingcompound.(ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3coarse sand) mixed with water proofing compound inrecommended proportions.( iii) Finishing top with stone aggregate of 10mm to 12mm nominalsize spreading @ 8 cudm/sqm thoroughly embedded in the 2ndlayer.

1-22-1

sq.mUsing rough kota stone.83228 1-22-1-1 757.50 749.30



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Rate

Block 16Ukhimath

Providing and laying integral cement based treatment for waterproofing 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 stone slabsand the receiving surfaces and filling the gaps with neat cementslurry mixed with water proofing compound and finishing theexterior of stone slab with cement mortar 1:3 (1 cement : 3 coarsesand) 20mm thick with neat cement punning mixed with waterproofing compound in recommended proportion complete at alllevels and as directed by Engineer-in-charge :

1-22-2

sq.mUsing rough Kota stone83229 1-22-2-1 1,215.40 1,200.40

Providing and laying integral cement based water proofingtreatment including preparation of surface as required fortreatment of roofs, balconies, terraces etc consisting of followingoperations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm. ofcement admixed with water proofing compound conforming to IS.2645 and approved by Engineer-in-charge over the RCC slabincluding adjoining walls upto 300mm height including cleaningthe surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conforming toIS : 2645 and approved by Engineer-in-charge over 20 mm thicklayer of cement mortar of mix 1:5 (1 cement :5 coarse sand )admixed with water proofing compound conforming to IS : 2645and approved by Engineer-in-charge to required slope andtreating similarly the adjoining walls upto 300 mm heightincluding rounding of junctions of walls and slabs .(c) After two days of proper curing applying a second coat ofcement slurry using 2.75kg/ sqm of cement admixed with waterproofing compound conforming to IS : 2645 and approved byEngineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cementmortar of mix 1:4 (1 cement :4 coarse sand) admixed with waterproofing compound conforming to IS : 2645 and approved byEngineer-in-charge including laying glass fibre cloth of approvedquality in top layer of plaster and finally finishing the surface withtrowel with neat cement slurry and making pattern of 300x300mm square 3mm deep.(e) The whole terrace so finished shall be flooded with water fora minimum period of two weeks for curing and for final test. Allabove operations to be done in order and as directed and specified bythe Engineer-in-Charge :

1-22-7

sq.mWith average thickness of 120mm and minimum thickness atkhurra as 65 mm

83230 1-22-7-1 995.50 969.40



20/06/14 7:21 of 221

Rate In (Rs.)



Rate

Block 16Ukhimath

khurra as 65 mm

Providing and laying four courses water proofing treatment withbitumen felt over roofs consisting of first and third courses ofblown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @1.45 Kg per square metre of area for each course, second courseof roofing felt type 3 grade-I (hessian based self finished bitumenfelt) and fourth and final course of stone grit 6mm and down size orpea-sized gravel spread at 6 cubic diameter per square metreincluding preparation of surface but excluding grading completewith :

1-22-8

sq.m Bitumen felt (hessian base) type 3 grade I conforming to IS : 132283231 1-22-8-1 282.10 278.40

Providing and fixing APP (Atactic Polypropylene Polymer)modified prefabricated five layer 2mm thick water proofingmembrance, black finished reinforced with glass fibre mattconsisting of a coat of bitumen primer for bitumen membrane @0.40 ltr/sq. mtr. by the same membrance manufacture of density at25?C, 0.87 - 0.89 kg/ ltr and viscocity 70 - 160 cps. Over theprimer coat the layer of membrane shall be laid using Butane torchand sealing all joints etc., and preparing the surface complete. Thevital physical and chemical parameters of the membrane shall beas under : Joint strength in longitudinal and transverse directionat 23?C as 350/300 N/ 5cm.Tear strength in longitudinal and transverse direction as 60/80N.Softening point of membrane not less than 150?C. Cold flexibilityshall be upto -2?C when tested in accordance with ASTM, D -5147. The laying of membrane shall be got done through theauthorised applicator of the manufacture of membrane.

1-22-18

sq.m 2mm (for corrugated roof sheets)83232 1-22-18-1 509.90 508.00

Providing and laying APP (Atactic Polypropylene Polymer)modified prefabricated five layer, 3mm thick water proofingmembrane, black finished reinforced with glass fibre mattconsisting of a coat of bitumen primer for bitumen membrane @0.40 ltr/sqm. by the same membrane manufactured of density at25?C, 0.87 - 0.89 kg/ltr and viscocity 70 - 160 cps. Over theprimer coat the layer of membrane shall be laid using butanetorch and sealing all joints etc., andpreparing the surface complete. The vital physical and chemicalparameters of the membrane shall be as under : Joint strengthin longitudinal and transverse direction at 23?C as 350/300 N/5cm.Tear strength in longitudinal and transverse direction as 60/80N.Softening point of membrane not less than 150?C. Cold flexibilityshall be upto -2 C when tested in accordance with ASTM, D -5147. The laying of membrane shall be got done through theauthorised applicator of themanufacturer of membrane :

1-22-19



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Rate In (Rs.)



Rate

Block 16Ukhimath

sq.m3 mm thick83233 1-22-19-1 633.40 631.20

Providing and laying APP (Atactic Polypropylene Polymer)modifiedprefabricated five layer 3mm thick water proofing membrane,black finished reinforced with non-woven polyester matt consisting ofa coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm.by the same membrane manufacture of density at 25?C, 0.87-0.89kg/ltr and viscocity 70-160 cps. Over the primer coat the layerof membrane shall be laid using Butane Torch and sealing alljoints etc., and preparing the surface complete. The vital physicaland chemical parameters of the membrane shall be as under :Joint strength in longitudinal and transverse direction at 23?C as650/450N/5cm. Tearstrength in longitudinal and transverse direction as 300/250N.Softening point of membrane not less than 150?C. Cold flexibilityshall be upto -2?C when tested in accordance with ASTM, D -5147. The laying of membrane shall be got done through theauthorised applicator of the manufacturer of membrane :

1-22-20

sq.m 3 mm thick83234 1-22-20-1 586.50 584.50

Specification:



20/06/14 7:21 of 221

Chapter Name Horticulture and Landscape

Rate In (Rs.)



Rate

Block 16Ukhimath

cu.mTrenching in ordinary soil up to a depth of 60cm includingremovaland stacking of serviceable materials and then disposing of byspreading and neatly levelling with in a lead of 50m andmaking upthe trenched area to proper levels by filling with earth or earth mixedwith sludge or/and manure before and after flooding trench withwater(excluding cost of imported earth, sludge or manure).

83235 1-23-1 32.50 31.70

cu.mSupplying and stacking of good earth at site including royaltyandcarriage up to 1 km (earth measured in stacks will be reducedby20% for payment).

83236 1-23-2 150.60 147.90

cu.mSupplying and stacking sludge at site including royalty andcarriageup to 1 km (sludge measured in stacks will be reduced by 8%forpayment).

83237 1-23-3 46.90 46.90

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 20mm83238 1-23-4-4-1 29.60 28.90

cu.mScreened through sieve of I.S. designation 16mm83239 1-23-4-04-2 44.60 43.60

cu.mScreened through sieve of I.S. designation 4.75mm83240 1-23-4-04-3 56.70 55.30

sq.mFine dressing the ground.83241 1-23-7 1.50 1.50

sq.mSpreading of sludge, dump manure or/and good earth inrequiredthickness (Cost of sludge, dump manure or/ and good earth tobepaid separately).

83242 1-23-8 0.20 0.20

sq.mMixing earth and sludge or manure in proportion specified ordirected.

83243 1-23-9 1.50 1.50

Grassing with ‘Doob’ grass including watering and maintenance ofthe lawn for 30days or more till the grass forms a thick lawn free from weeds and fitfor mowingincluding supplying good earth if needed (the good earth shall be paidfor separately).

1-23-10



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Block 16Ukhimath

sq.mIn rows 15 cm apart in either direction.83244 1-23-10-1 2.30 2.30

sq.mIn rows 7.5 cm apart in either direction.83245 1-23-10-2 4.80 4.70

sq.mIn rows 5 cm apart in either direction.83246 1-23-10-3 5.60 5.40

sq.mRenovating lawns including weeding, cheeling the grass, forking theground, top dressing with sludge or manure, mixing the same withforked soil, watering and maintaining the lawn for 30 days or moretill the grass forms a thick lawn free from weeds and fit for mowingand disposal of rubbish as directed, including supplying good earth ifneeded but excluding the cost of sludge or manure (the good earthshall be paid for separately).

83247 1-23-11 23.30 22.70

cu.mPreparation of beds for hedging and shrubbery by excavating60cmdeep and trenching the excavated base to a further depth of 30cm,refilling the excavated earth after breaking clods and mixingwithsludge or manure in the ratio of 8:1 (8 parts of stacked volumeofearth after reduction by 20% : one part of stacked volume ofsludgeor manure after reduction by 8%), flooding with water, fillingwithearth if necessary, watering and finally fine dressing, levelingetc.including stacking and disposal of materials declaredunserviceableand surplus earth by spreading and leveling as directed, within a leadof 50m lift up to 1.5 m complete (cost of sludge, manure orextraearth to be paid for separately).

83248 1-23-13 91.90 89.50

Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1 byvolume (2 parts of stacked volume of earth after reduction by 20% : 1part of stacked volume of manure after reduction by 8%) floodingwith water, dressing including removal of rubbish and surplus earth,if any 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.83249 1-23-14-1 327.20 322.30

eachHoles 60 cm dia, and 60 cm deep.83250 1-23-14-3 275.60 271.40

eachHoles 90 cm. dia, and 90 cm deep.83251 1-23-14-2 0.00 0.00

eachHoles 45 cm. dia, and 45 cm deep.83252 1-23-14-4 0.00 0.00

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.

83253 1-23-16 3,460.70 3,420.40



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Block 16Ukhimath

above 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.

Making tree guard 53 cm dia. and 1.3 m high as per design fromempty coal tardrums supplied free by the department including providing and fixing2 nos. M.S.sheet rings 50 x 0.5 mm with rivets complete in all respects includingpainting insideand outside of tree guard with

1-23-17

eachA coat of coal tar.83254 1-23-17-1 230.60 227.40

eachTwo or more coats of synthetic enamel paint ofapproved quality shade over a priming coat.

83255 1-23-17-2 476.20 469.30

Making tree guard 53 cm dia. and 2 m high as per design from emptycoal tardrums supplied free by the department including providing and fixingfour 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.83256 1-23-18-1 461.20 456.40

eachTwo or more coats of synthetic enamel paint ofapproved quality and shade over a priming coat.

83257 1-23-18-2 918.70 906.90

Edging with bricks laid dry length wise including excavation,refilling, consolidatingwith hand packing and spreading neatly surplus earth within a lead of50 m

1-23-19

75 class designation1-23-19-1

metreF.P.S. Bricks83258 1-23-19-1-1 58.70 58.00

50 designation1-23-19-2

metreF.P.S. bricks.83259 1-23-19-2-1 19.80 19.70

cu.mFilling mixture of earth and sludge or manure in the desiredproportion in trenches, flooding with water and leveling (cost ofsupplying earth and sludge or manure and mixing excluded).

83260 1-23-20 7.50 7.30



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Block 16Ukhimath

cu.mExcavation in dumped stones or malba including stacking ofserviceable and unserviceable material separately and disposal ofunserviceable material lead up to 50 m and lift up to 1.5 m disposedmaterial to be neatly dressed.

83261 1-23-21 211.00 205.50

cu.mExcavation in bajri path including stacking of serviceable andunserviceable material lead up to 50 m and lift up to 1.5 m disposedmaterial to be neatly dressed.

83262 1-23-22 235.10 228.90

cu.mExcavation in water bound macadam road including stacking theserviceable and unserviceable material separately and disposal ofunserviceable material lead up to 50 m and lift up to 1.5 m disposedmaterial to be neatly dressed.

83263 1-23-23 289.40 281.80

sq.mFlodding the ground with water including making kiaries anddismantling the same.

83264 1-23-24 1.20 1.20

sq.mRough dressing the trenched ground including breaking clods.83265 1-23-5 0.60 0.60

sq.mUprooting weeds from the trenched area after 10 to 15 days of itsflooding withwater including disposal of uprooted vegetation.

83266 1-23-6 2.00 2.00

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 of wastematerial and refilling by good earth with sand and manure completeas per direction of Engineer-in-Charge for proper completion of thework.

83267 1-23-7 264.80 263.50

cu.mSupplying and stacking of well decayed cow during manure at siteincluding royalty and carriage upto 1 km. (Cow dung manuremeasurred in stacks will reduced by 8% for payment).

83268 1-23-25 0.00 0.00

Providing Square Cement Concrete pots of specified size, cast withcement concrete of nominal mix 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 6 mm nominal size), reinforced with 7 Nos.( 3 nos. horizontal & 4 nos. vertical "U" shape) M.S. wires of 3.5 mmdia as per design, including required form works, finishing withcement punning on exposed surface, curing for specified period andstacking in required rows & height, all complete as per direction ofOfficer-in-charge.

1-23-30

eachTop inner width 35 cm. outer bottom width 25 cm. total height 35 cm.and wall thickness 25.4 mm.

83269 1-23-30-1 0.00 0.00

Providing Circular Cement Concrete pots of specified size, cast withcement concrete of nominal mix 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 6 mm nominal size), reinforced with 7 Nos.( 3 nos. horizontal & 4 nos. vertical "U" shape) M.S. wires of 3.5 mmdia as per design, including required form works, finishing withcement punning on exposed surface, curing for specified period andstacking in required rows & height, all complete as per direction ofOfficer-in-charge.

1-23-29



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Block 16Ukhimath

stacking in required rows & height, all complete as per direction ofOfficer-in-charge.

eachTop inside dia 35 cm , outer bottom dia 25 cm, total height 35 cmwith wall thickness of 25.4 mm.

83270 1-23-29-1 0.00 0.00

eachTop inside dia 30 cm , outer bottom dia 20 cm, total height 30 cmwith wall thickness of 25.4 mm.

83271 1-23-29-2 0.00 0.00

sq.mUprooting rank vegetation and weeds by digging the area to a depthof 60 cm, removing all weeds and other growth with roots by forkingrepeatedly, breaking clods, rough dressing, flooding with water,uprooting fresh growths after 10to 15 days then fine dressing forplanting new grass, including disposal of all rubbish with all leadsand lifts.

83272 1-23-12 0.00 0.00

Half brick circular tree guard in 50 class designation bricks,internal diameter 1.25 metre and height 1.2 metre above groundand 0.20 m below ground bottom two courses laid dry and topthree courses in cement mortar 1:6 (1 cement : 6 fine sand) andthe intermediatecourses being in dry honey comb masonry as per design complete:

1-23-15

eachWith common burnt clay F.P.S. (non modular) bricks of classdesignation 5.

83273 1-23-15-1 0.00 0.00

eachProviding and fixing M.S. tree guard 45 cm. souare in plan, height1.20 metre above ground level and 0.40 metre below ground level.The vertical members shall consist of four nos. angle iron of size25x25x3 mm, 1.8 m long, one at each corner and 8 nos. flat iron ofsize 25x3 mm, 1.2 m long. The vertical members shall be welded to 4nos. 25x6 mm M.S. flats placed horizontally around the verticalmember of the cage. One name plate of 1 mm thick M.S. sheet of size250x100 mm shall be welded to the tree guard near the middle heightand lettered CPWD/PWD/ any other approved name . The tree guardshall be fixed to the ground by making suitable holes and byembedding four corners leg in the ground, including refilling theearth, compaction etc. complete. The tree guard shall be painted withtwo or more coats of synthetic enamel paint of approved brand andmanufacture over a coat of primer, complete in all respect.

83274 1-23-26 0.00 0.00

eachProviding and fixng M.S. tree guard 50 cm square in plan, height 1.40metre above ground level and 0.50 metre below ground level. Thevertical members shall consist of four nos. of angle iron of size25x25x5 mm 1.9 long, one at each corner and 8 nos. flat iron of size25x5 mm 1.4 long. The vertical members shall be welded to 4 nos.25x6 mm M.S. flats placed horizontally around the vertical memberof the cage. One name plate of 1 mm thick M.S. sheet of size250x100 mm shall be welded to the tree guard near the middle heightand lettered CPWD/PWD/ any other approved name. The tree guardshall be fixed to the ground, including refilling the earth, compactionetc. complete. The tree guard shall be painted with two coats of paintof approved brand and manufacture over a coat of primer, complete inall respect.

83275 1-23-27 0.00 0.00



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Block 16Ukhimath

of approved brand and manufacture over a coat of primer, complete inall respect.

cu.mPreparation of mounds of various size and shape by availableexcavated/ supplied earth in layers not exceeding 20 cm in depthbreaking clods, watering of each layer, dressing etc., lead upto 50meter and lift upto 1.5 m complete as per direction ofOfficer-in-Charge.

83276 1-23-28 184.90 180.10

Specification:



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Chapter Name Rain Water Harvesting and Tube Wells

Rate In (Rs.)



Rate

Block 16Ukhimath

Boring / drilling bore well of required dia for casing / strainer pipe, bysuitable method prescribed in IS : 2008 (part I), including collectingsamples from strata, preparing and submitting strata chart/bore log,including hire & running charges of all equipments, tools plants &machineries required for the job ,all complete as per direction ofEngineer-in-charge, upto 90 metre depth below ground level.

1-24-1

All type of soil1-24-1-1

metre300 mm dia83277 1-24-1-1-1 497.80 495.80

metre350 mm dia83278 1-24-1-1-2 544.50 542.30

metre400 mm dia83279 1-24-1-1-3 696.90 694.10

Rocky strata including Boulders1-24-1-2

metre300 mm dia83280 1-24-1-2-1 952.20 947.10

metre350 mm dia83281 1-24-1-2-2 1,126.10 1,119.50

metre400 mm dia83282 1-24-1-2-3 1,239.10 1,230.50

Boring/ drilling well of required dia for casing/strainer pipe, bysuitable method prescribed in IS : 2800 (part I), including collectingsamples from different strata, preparing and submitting stratachart/bore log, including hire & running charges of all equipments,tools, plants & machineries requires for the job, all complete as perdirection of Engineer-in-charge, beyond 90 metre & upto 150 metredepth below ground level.

1-24-2

All type of soil1-24-2-1

metre300 mm dia83283 1-24-2-1-1 580.80 578.40

metre350 mm dia83284 1-24-2-1-2 645.30 642.70

metre400 mm dia83285 1-24-2-1-3 871.10 867.70

Rocky strata including Boulders1-24-2-2

metre300 mm dia83286 1-24-2-2-1 1,151.60 1,144.70

metre350 mm dia83287 1-24-2-2-2 1,159.80 1,152.80

metre400 mm dia83288 1-24-2-2-3 1,471.30 1,461.20

Supplying , assembling, lowering and fixing on vertical position inbore well, unplasticized PVC medium well casing (CM) pipe ofrequired dia, conforming to IS : 12818, including required hire andlabour charges, fitting & accessories etc. all complete , for all depths,as per direction of Engineer-in-charge.

1-24-3

metre100 mm nominal size dia.83289 1-24-3-1 1.50 1.50



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Block 16Ukhimath

metre150 mm nominal size dia83290 1-24-3-2 308.10 300.30


Supplying , assembling lowering and fixing in vertical position inbore well unplasticized PVC medium well screen (RMC) pipes withribs, conforming to IS : 12818, including hire & labour charges,fittings & accessories etc. all complete, for all depths, as per directionof Engineer-in-charge.

1-24-4




cu.mSupplying , filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge.

83295 1-24-5 75.50 73.60

cu.mSupplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge.

83296 1-24-6 75.50 73.60

cu.mSupplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction ofEngineer-in-charge.

83297 1-24-7 75.50 73.60

cu.mGravel packing in tubewell construction in accordance wirh IS: 4097,including providing gravel fine/medium/coarse, in required grading &sizes as per actual requirment, all complete as per direction ofEngineer-in-charge.

83298 1-24-8 89.40 87.10

Nos.Providing and fixing factory made precast RCC perforated draincovers, having concrete of strength not less than M-25, of size1000x450x50 mm, reinforced wirh 8 mm dia four nos longitudinal &9 nos cross sectional T.M.T. hoop bars, including providing 50 mmdia perforations @ 10 to 125 mm c/c, including providing edgebinding with M.S. flats of size 50 mmx 1.6 mm complete, all as perdirection of Engineer-in-charge.

83299 1-24-9 15.00 15.00

Supplying, assembling, lowering and fixing in vertical position inbone well, ERW (Electric Resistance Welded) FE 410 mild steelscrewed and socketed/plain ended casing pipes of requried dia,conforming to IS: 4270, of reputed & approved make, includingpainted with outside surface wirh two coats of anticorrosive paint ofapproved brand and manufacture, including required hire & labourcharges, fittings & accessories, all complete, for all depths, as perdirection of Engineer-in-charge.

1-24-10

metre100 mm nominal size dia having minimum wall thickness 5.00 mm83300 1-24-10-1 683.90 665.90



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Rate In (Rs.)



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Block 16Ukhimath



Supplying , assembling, lowering and fixing in vertical position inhole well, ERW (Electric Resistance Welded) FE 410 plain slotted(having slot of size 1.6/3.2 mm) mid steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming toIS :8110, of reputed and approved make, having wall thickness notless than 5.40 mm, including painted with outside surface with twocoats of anticorrosive bitumestic paint of approved brand andmanufacture, including hire & labour charges, fittings & accessories ,all complete , for all depths, as per direction of Engineer-in-charge.

1-24-11




hoursDevlopment of tube well in according with IS : 2800 (part I) andIS :11189, to establishment maximum rate of usable water yieldwithout sand content (beyond permission limit), with requiredcapacity air compressor, running the compressor for required time tillwell is fully developed, measuring yield of well by "V" notch methodor any other approved method, measuring static level & draw downetc. by step draw down method, collecting water samples & gettingteasted in approved laboratory, i/c disinfection of tubewell allcomplete including hire & labour charges of air compressor tools &accessories etc. all as per requirement and direction ofEngineer-in-charge.

83306 1-24-12 412.60 412.60

Providing and fixing suitable size threaded mild steel cap or spotwelded plate to the top of bore well housing / casing pipe, removableas per requirement all complete for borewell of :-

1-24-13

each100 mm dia83307 1-24-13-1 0.00 0.00

each150 mm dia83308 1-24-13-2 0.00 0.00

each200 mm dia83309 1-24-13-3 0.00 0.00

Providing and fixing M.S. clamp of required dia to the top casing /housing pipe of tubewell as per IS : 2800 (part I) , includingnecessary bolts & nuts of required size complete.

1-24-14

each100 mm clamp83310 1-24-14 -1 25.00 25.00

each150 mm clamp83311 1-24-14 -2 30.00 30.00

each200 mm clamp83312 1-24-14 -3 30.00 30.00

Providing and fixing Bail plug / Bottom plug of required dia to thebottom of pipe assembly of tubewell as per IS : 2800 (part I).

1-24-15



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Block 16Ukhimath

Nos.100 mm dia83313 1-24-15-1 5.00 5.00

Nos.150 mm dia83314 1-24-15-2 5.00 5.00

Nos.200 mm dia83315 1-24-15-3 5.00 5.00

Specification:



20/06/14 7:21 of 221

Chapter Name Conservation of Heritage Buildings

Rate In (Rs.)



Rate

Block 16Ukhimath

sq.mRaking out joints of stone masonry surface to the required width anddepth, with due care and precaution by mechanical / manual means,including preparing and cleaning the surface for re-pointing/ reffilingof joints, including disposal of rubbish to the dumping ground within50 metre lead.

83316 1-25-1 204.10 198.80

sq.mProviding and fixing double scaffolding system (cup lock type) on theexterior side of building / structure, upto 25 metre height aboveground level, including additional row of scaffolding in steppedmanner as per requirement of site, made with 40 mm dia M.S. tube,placed 1.5 metre centre, horizontal & vertical tubes joint with cup &lock system with M.S. tubes, M.S. tubes challis, M.S. clamps andstaircases system in the scaffolding for working platform etc. andmaintaining it in a serviceable condition for execution of work ofcleaning and / or pointing and / or applying chemical and removing itthereafter. The scaffolding system shall be stiffened with bracings,runners, connecting with the building etc. wherever required iffeasible for inspection of wor k at required location with essentialsafety features for the woekmen etc. complete as per directions andapproval of Engineer-in-charge.Note :- (1) The ekevational area of the scaffolding shall be measuredfor payment purpose .(2) The payment will be made once only for execution of allitems of such works.

83317 1-25-2 91.30 89.00

sq.mCleaning the sand stone surface and removing dirt, dust, birddropping, grease, oil, algae, fungus, monkey beats, vegetable growthetc. including providing,applying and washing he surface with liquidAmmonia Chemical of 5% solution and other chemical cleaning agentas approved by Archaeological Survey of India / Engineer-in-charge,of approved brand and manufacturer, with the help of required,without causing with machine operated water jet mixed with desiredquantity of fine silca where ever required, without causing anyscratching / damage to the stone surface and finally washing thesurface with clean water with the help of pressure jet machine,complete in all respect including taking all precautions to safeguardventilators, windows, doors etc. by suitable covering so as to avoidany damage to the buikding / structure, all as per direction ofEngineer-in-charge (The rate is materials & labours involved exceptscaffolding).

83318 1-25-3 682.20 664.30

sq.mProviding and applying antifungal wash treatment using 3% solutionof sodium pentachlorophenate of reputed brand and manufacture, oncleaned sand stone surface at desired locations as per direction ofEngineer-in-charge (The rate is inclusive of all materials & laboursinvolved except scaffolding).

83319 1-25-4 24.80 24.20

sq.mRuled / Flush pointing in Red Sand stone masonary surface with lime,surkhi and marble dust mortar in the ratio of 1:1.5:1/2 (One lime 1.5surkhi (50% red and 50% light yellow surkhi) : 1/2 marble dust). (Therate is inclusive of all materials & labours involved exceptscaffolding).

83320 1-25-5 1,179.20 1,148.40



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Rate In (Rs.)



Rate

Block 16Ukhimath

surkhi and marble dust mortar in the ratio of 1:1.5:1/2 (One lime 1.5surkhi (50% red and 50% light yellow surkhi) : 1/2 marble dust). (Therate is inclusive of all materials & labours involved exceptscaffolding).

sq.mRuled / Flush pointing in White Sand stone masonary surface withlime, surkhi and marble dust mortar in the ration of 1:1.5>1/2 (onelime 1.5 surkhi (15% dark red and 85% light yellow surkhi) :1/2marble dust). (The rate is inclusive of all materials & laboursinvolved except scaffolding ).

83321 1-25-6 117.90 114.80

sq.mApplying two or more coat of Ethyl Silicate chemical as approved byArchaeological Survey of India / Engineer-in-charge, of approvedbrand and manufacuturer, with brush or spray on the existing stonemasonry surface till there is no further absorption of chemical bystone surface, including protecting the applied surface from directsunlight by suitable means during application all complete as perdirection of the Engineer-in-charge (The rate is inclusive of allmaterials & labours involved except scaffolding).

83322 1-25-7 117.40 114.50

sq.mApplying breathable, non-reactive,antifungal,and water repellantSillance/ Siloxance chemical as approved by Archaeological Surveyof India/ Engineer-in-charge , of approved brand andmanufacture,diluted with solvent mineral Turentiane oil in the ratio of1:12 (One part of approved chemical : 12 Part of Turpentine oil), onthe existing sand stone masonry surface, all complete as per directionof Engineer-in charge (The rate is inclusive of all materials & laboursinvolved except scaffolding).

83323 1-25-8 16.30 15.90

Specification:



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Chapter Name Other Items

Rate In (Rs.)



Rate

Block 16Ukhimath

Water based bio-degradable epoxy polymide chemical on roof forwater proofing treatment

1-26-1

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 and coarsesand mortar including all labour, material, T&P etc.The rate alsoincludes addition of synthetic polyster triangular fibre of length 6mm,by using 125 gms of synthetic polyster triangular fibre per 50 kgcement used as per directions of engineer in charge.

83324 1-26-1-1 1,073.20 1,068.70

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 and coarsesand mortar including all labour, material, T&P etc.The rate alsoincludes addition of synthetic polyster triangular fibre of length 6mm,by using 125 gms of synthetic polyster triangular fibre per 50 kgcement used as per directions of engineer in charge.

83325 1-26-1-2 904.20 901.40

sq.mDiluting and injecting chemical emulsion (Chlorpyriphos/LindaneE.C. 20% with 1% concentration), at the rate of one litre per hole at300 mm c/c to all the horizontal and vertical surfaces of theexcavations made for the foundation of the building, soil under floors,apron, back fill material and along all the faces of the walls forPRE-CONSTRUCTIONAL anti-termite treatment (including the costof chemical emulsion) as per IS:6313 Part-II.(Plinth area of Building shall be measured for Payment).

83326 1-26-2 278.30 277.30

cu.mExtra for vaccum dewatering in fresh concrete work, includinglevelling with screed vibrator, removing excess water through vaccumpump with bottom and top filter mats, duly sealing the edges al round,finishing with power floater and brooming with wire brush etc.,complete as per specifications and directions of theEngineer-in-Charge.(The panel shuttering work shall be paidseparately).The rates are for one cum of concrete.

83327 1-26-3 171.00 171.00

sq.mCleaning the existing screed, removing all old treatment such astarphelt , pitch etc. The existing masonry crack’s on the roof top to beopened in V-shape. Cleaning the surface with wire brush and waterpressure. There after drilling the nossal on the roof and providing andapplying primer of mixed blended polymer in one coat for bondingthe old and new concrete and coatings. Injecting the acrylic basedpolymer slurry with cement and other expandable admixture i.e quicksetting admixture, mixed blended polymer and microsilica ofapproved superior quality to plug the Honeycombs in R.C.C. as wellas bonding joint of the 2nd concrete layer. Providing and applyingflexible mixed blended polymer of approved superior qualitycementitious coating with thickness of 1mm in 2 coats i.e 1 coat inhorizontal and 2nd coat in vertical way by painting brush ( usingquartz sand / Micro silica and cement in proper ratio) includingtesting by pounding with water for water tightness for 3 days takingthe treatment upto full floating level of the vertical surface. Providingand laying protective screed of 2 mm thick in cement (1:4) along withflexible mixed blended polymer 2ltrs, plastogrip or dispersiblefibermesh (100% virgin) including super plasticizer of approvedsuperior quality for compaction, finishing and curing etc. completeover the water proof coatings including sealing of construction jointsby flexible rubberized compound along with making the base withflexible mixed blended polymer and microsilica and fibres.

83328 1-26-4 590.60 589.30



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Rate In (Rs.)



Rate

Block 16Ukhimath

quartz sand / Micro silica and cement in proper ratio) includingtesting by pounding with water for water tightness for 3 days takingthe treatment upto full floating level of the vertical surface. Providingand laying protective screed of 2 mm thick in cement (1:4) along withflexible mixed blended polymer 2ltrs, plastogrip or dispersiblefibermesh (100% virgin) including super plasticizer of approvedsuperior quality for compaction, finishing and curing etc. completeover the water proof coatings including sealing of construction jointsby flexible rubberized compound along with making the base withflexible mixed blended polymer and microsilica and fibres.

sq.mProviding and applying 1.2mm thick EPDM (Ethyle PethyleDesmodor Monomor) water proofing membrane along with surfacepreparation by mechanical grinder over construction joint/ expansionjoint along with applying Ist coat of primer followed by one coat ofadhesive for EPDM on the surface and rubber membrane includingsupply of all material labour T&P etc, also including treatment toexpansion/construction joints.

83329 1-26-5 3,560.60 3,560.30

rmWater proofing treatment of CGI sheet with mixed blended polymerfibre mat and hardener in two coats including cost of all materiallabour T&P etc.

83330 1-26-6 197.50 197.10

eachCleaning the existing bolts and removing all old treatment, providingand applying flexible rubberized compound for sealing each bolt atthe rate of 15 gms per bolt.

83331 1-26-7 35.20 34.90

rmTreatment to cracks by using polyurethane based single componentpermanently elastic joint sealent of Groove size (7.5mm x 12.5 mm)including cost of all material labour T&P etc.

83332 1-26-8 249.50 247.80

sq.mWater proofing treatment by highly flexible mixed blended polymerin three layers mixed with neat cement 1:3 (1 blended polymer: 3cement) followed by 12 mm thick plaster in 1:4 for walls. Mixedblended polymer is used in place of bio degradable epoxy.

83333 1-26-9 538.60 535.50

sq.mWater proofing treatment by highly flexible mixed blended polymerin three layers mixed with neat cement 1:3 (1 blended polymer: 3cement). Mixed blended polymer is used in place of bio degradableepoxy.

83334 1-26-10 372.10 371.60

Specification:



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