Estimate Bore Water Drain

8/10/2019 Estimate Bore Water Drain

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SL.NO HEAD AMOUNT AS PER DSRAMOUNT AS PER Non-

DSR

1

CIVIL WORKS, AREA DEVELOPMENT &

BOUNDARY WALL

15,154,111.10 3,845,195.10

2

SANITARY, WATER SUPPLY &

SEWERAGE WORKS 740,887.66 760,681.00

4

ELECTRICAL( INTERNAL, GENERATOR

SET & AREA LIGHTENING) 566,092.00 1,547,156.00

5

MODULAR FURNITURE & MISC. ITEMS3,361,473.00

6 LIFT 2,525,000.00

TOTAL 16,461,090.76 12,039,505.10

ABSTRUCT OF COST

ESTIMATE OF COST FOR PROPOSED DISPENSARY & BRANCH OFFICE FOR E.S.I.

CORPORATION AT SILIGURI (MATIGARA ) WEST BENGAL.


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DSR

BUILDING WORKS, AREADEVELOPMENT & BOUNDARY WALL

1 HEAD: CIVIL WORKS

1a SUB-HEAD-1, EARTH WORK 247,245.59 0.00

1b SUB-HEAD-2, CONCRETE WORK 193,158.65 0.00

1c SUB-HEAD-3, RCC WORK 7,388,219.41 0.00

1d SUB-HEAD-4, BRICK WORK 836,547.80 0.00

1f SUB-HEAD-5, WOOD WORK 479,791.82 70,400.00

1g SUB-HEAD-6, STEEL WORK 133,291.10 220,800.00

1h SUB-HEAD-7, FLOORING WORK2,108,774.93 1,173,755.70

1iSUB-HEAD-8, ROOFING &WATERPROOFING ETC. 150,418.50 50,875.00

1j SUB-HEAD-9 FINISHING WORK 815,382.10 1,665,419.40

1k SUBHEAD-10 ALUMINIUM WORK 2,661,448.90 162,145.00

1lSUBHEAD-11, MISCELLANEOUSBUILDING WORKS 139,832.30 501,800.00

TOTAL 15,154,111.10 3,845,195.10

ABSTRUCT OF COST

ESTIMATE OF COST FOR PROP OSED DISPENS ARY & BRANCH OFFICE FOR E.S.I.CORPOR ATION AT SILIGURI (MATIGARA ) WEST BENGAL.


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PROPOSED DISPENSARY A ND BRANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST B ENGAL

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QTYA m o u n t

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(Non-DSR) BUILDING, AREA DEVELOPMENT AND

BOUNDARY WALL BOQ

A 1.0 SUBHEAD NO. 1 : EARTHWORKA 1.01 2.31 Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees and saplingsof girth upto 30 cm measured at a height of 1 mabove ground level and removal of rubbish uptoany lead outside the periphery of the area clearedby all means.

Per100Sqm 263.90 7.20 1900.08

A 1.02 2.6 Earth work in excavation by mechanical means (

Hydraulic excavator) / manual means over areas(exceeding 30cm in depth 1.5m in width as well as10 sqm on plan) including disposal of excavatedearth, lead upto 50 m and lift upto 1.5m, disposedearth to be levelled and neatly dressed:

2.6.1 All Kinds of Soil cum 101.85 463.00 47156.55A 1.03 2.7 Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas(exceeding 30 cm in depth 1.5 m in width as wellas 10 sqm. On plan) including disposal of excavated earth lead up to 50 m and lif t upto 1.5disposed earth to be levelled and neatly dressed

2.7.1 Ordinary rock cum 152.60 217.00 33114.20A 1.04 2.25 Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. inlayers not exceeding 20 cm in depth,consolidating each deposited layer by rammingand watering lead up to 50 M. and lift up to 1.5 M.

cum 45.70 390.00 17823.00A 1.05 2.27 Supplying and filling in plinth with Fine/ river/ local

approved sand under floors including, watering,ramming consolidating and dressing complete

cum 301.50 150.00 45225.00A 1.06 2.34 Supplying chemical emulsion in sealed containers

including delivery as specified

A. CIVIL WORKS:

BOQ CIVIL BUILDING, PAGE - 4


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PROPOSED DISPENSARY AND B RANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WE ST BENGAL

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(Non-DSR) 2.34.1 Chlorpyriphos / Lindane emulsifiable concentrate

of 20% Litre 174.30 216.00 37648.80A 1.07 2.35 Diluting and injecting chemical emulsion for POST

CONSTRUCTIONAL anti termite treatmentexcluding the cost of chemical emulsion)

a 2.35.1 Along external wall where the apron is notprovided using chemical emulsion @ 7.5 litres /sqm of the vertical surface of the substructure to adepth of 300 mm including excavation channelalong wthe wall & rodding etc. complete.

2.35.1.1 With chlorphriphos lindane E.C. 20% with 1%concentration sqm 6.75 13.00 87.75

b 2.35.2 Along the external wall below concrete or masonryapron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holesetc.

2.35.2.1 With chlorphriphos lindane E.C. 20% with 1%concentration sqm 10.45 33.00 344.85

c 2.35.3 Treatment of soil under existing floors usingchemical emulsion @ one litre per hole, 300 mm

apart including drilling 12 mm diameter holes andplugging with cement mortar 1:2 (1 cement : 2Coarse sand) to match the existing floor

2.35.3.1 With chlorphriphos lindane E.C. 20% with 1%concentration Sqm 48.70 366.00 17824.20

A 1.08 2.10 Excavating trenches of required width for pipes,cables etc including excavation for sockets, anddressing of sides, ramming of bottoms depth up to1.5 m including getting out the excavated soil andthen returning the soil as required in layers notexceeding 20 cm in depth including consolidatingeach deposited layer by ramming watering etc.and disposing of surplus excavated soil asdirected, within a lead of 50 m



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(Non-DSR) 2.10.1 All kinds of soil

2.10.1.1 Pipes cables etc. not exceeding 80 mm dia metre 70.45 52.00 3663.402.10.1.2 Pipes cables etc. exceeding 80 mm dia bot not

exceeding 300 mm dia metre 115.05 50.00 5752.50

2.10.1.3Pipes cables etc. exceeding 300 mm dia bot notexceeding 600 mm dia metre 179.65 25.00 4491.25

A 1.09 1.1 Carriage of material by mechanical transportincluding loading, unloading and stacking ( Therate will be applicable to net quantities after deduction of prescribed percentage for voidsmentioned in the specification under sub head "Carriage of Materials

1.1.2 Earth (upto 2 km.) cum 56.41 111.00 6261.511.1.4 Excavated rock (upto 2 km,) cum 90.25 217.00 19584.25

A 1.10 Extra for Carriage of materials by mechanicaltransport including loading, unloading andstacking ( The rate will be applicable to netquantities after deduction of prescribedpercentage for voids mentioned in thespecification under sub head " Carriage of Materials".

a. beyond 2Km to 3 Km- Earth cum 6.91 100.00 691.00

beyond 3Km to 4 Km- Earth cum 6.67 75.00 500.25beyond 4Km to 5 Km- Earth cum 6.49 50.00 324.50b beyond 2Km to 3 Km- Excavated rock cum 11.07 200.00 2214.00

beyond 3Km to 4 Km- Excavated rock cum 10.67 150.00 1600.50beyond 4Km to 5 Km- Excavated rock cum 10.38 100.00 1038.00Sub Head Total Rs. 247,245.59 Rs. -

A 2.0 SUBHEAD NO. 2 : CONCRETE WORKA 2.01 4.1 Providing and laying in position cement concrete

of specified grade excluding the cost of centeringand shuttering - All work upto plinth level

a 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40 mm nominal size) cum 2713.05 38.00 103095.90

b 4.1.9 1:4:8 (1 cement : 4 fine sand : 8 graded stoneaggregate 40 mm nominal size) cum 2296.15 23.00 52811.45



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PROPOSED DISPENSARY A ND BRA NCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST B ENGAL

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(Non-DSR) c 4.1.10 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size) cum 2237.75 7.00 15664.25A 2.02 4.10 Prov. & laying DPC 40 mm th. With CC 1:2:4 (1

Cement : 2 Coarse Sand : 4 Graded Stone agg12.5 mm nominal size). sqm 144.15 52.00 7495.80

A 2.03 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per sqm on damp proof course after cleaningthe surface with brushes and finally with a piece of cloth lightly soaked in Kerosene oil

sqm 58.60 52.00 3047.20A 2.04 4.12 Extra for providing and mixing water proofing

material in cement concrete work @ 1Kg / 50 Kgof cement

perbag

of 50Kg ofceme

nt 27.45 13.00 356.85A 2.05 4.17 Making plinth protection 50mm thick of cement

concrete 1:3:6 (1 cement : 3coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal sizewell rammed and consolidated and grouted with

fine sand including finishing the top smoothsqm 222.65 48.00 10687.20

Sub Head Total Rs. 193,158.65 Rs. -

A 3.0SUBHEAD NO. 3 : REINFORCED CEMENTCONCRETE WORK



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PROPOSED DISPENSARY A ND BRA NCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WES T BENGAL

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(Non-DSR) A 3.01 5.33 Providing and laying in position machine batched,

machine mixed and machine vibrated design mixcement concrete of specified grade for reinforcedcement concrete work including pumping of concrete to sit of laying but excluding the cost of centring, shuttering, finishing and reinforcementincluding Admixtures in recommendedproportions. as per IS 9103 to accelerate, retardsetting of concrete, improve workability withoutimpairing strength and durability as per directionof Engineer-in-charge - M-25 grade reinforcedcement concrete.by using 410 Kg of cement per Cum of concrete. All work up to plinth level. cum 4147.40 198.00 821185.20

A 3.02 5.33A Providing and laying in position machine batched,machine mixed and machine vibrated design mixcement concrete of specified grade for reinforcedcement concrete work including pumping of concrete to sit of laying but excluding the cost of centring, shuttering, finishing and reinforcementincluding Admixtures in recommendedproportions. as per IS 9103 to accelerate, retardsetting of concrete, improve workability withoutimpairing strength and durability as per directionof Engineer-in-charge - M-25 grade reinforcedcement concrete.by using 410 Kg of cement per Cum of concrete. All work from plinth level to floor V level cum 4147.40 455.00 1887067.00

A 3.03 5.9 Centering and shuttering including strutting,propoing etc. and removal of form for

a 5.9.1 Foundations, footings, bases of columns etc. for mass concrete sqm 119.25 142.00 16933.50

b 5.9.2 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.

sqm 180.40 44.00 7937.60



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PROPOSED DISPENSARY AND B RANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST BENGA L

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(Non-DSR) A 3.07 5.16 Providing , hoisting and fixing upto floor five level

pre cast reinforced cement concrete in shelvesincluding setting in cement mortar 1:3 ( 1 cement :3 coarse sand), cost of required centering ,shuttring and finishing with neat cement punningon exposed surfaces but excluding the cost of reinforcement with 1:2:4 ( 1 cement : 2 coarse sand :4 graded stone aggregate 12.5mm nominal size)

cum 6840.10 2.00 13680.20Sub Head Total Rs. 7,388,219.41 Rs. -

A 4.0 SUBHEAD NO. 4 : BRICK WORKA 4.01 6.1 Brick work with FPS bricks of class designation 75

in foundation and plinth in :6.1.2 Cement morter 1:6 (1 cement : 6 coarse sand) cum 2121.75 54.00 114574.50

A 4.02 6.4 Brick work with F.P.S. bricks of class designation

75 in superstructure above plinth level up to floor

V level in all shapes and sizes in :6.4.2 Cement morter 1:6 (1 cement : 6 coarse sand) cum 2430.25 210.00 510352.50

A 4.03 6.13 Half brick masonry with bricks of classdesignation 75 in super structure above plinthlevel upto floor V level:

6.13.2 cement mortar 1 :4 (1 cement: 4 coarse sand) sqm 302.80 631.00 191066.80A 4.04 6.15 Extra for providing and placing in position 2 Nos.6mm dia. MS bars at every third course of half brick masonry ( with FPS bricks) sqm 47.80 430.00 20554.00Sub Head Total Rs. 836,547.80 Rs. -

A 5.0 SUBHEAD NO. 5 : WOOD WORK & JOINERYA 5.01 9.1 Providing wood works in frames of doors,

windows, clerestory windows and other frame andfixed in position:

9.1.2 Sal wood cum 30511.90 1.22 37224.52A 5.02 9.21 Providing and fixing ISI marked flush door

shutters non-decorative type, core of block boardconstruction with frame of 1st class hard woodand well matched commercial 3 ply veneeringwith vertical grains or cross bands and faceveneers on both faces of shutters .



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(Non-DSR) 9.21.1 35 mm thick incl.ISI marked stainless steel butt

hinges with necessary screws sqm 929.95 44.00 40917.80A 5.03 9.23 Extra for providing lipping with 2nd class teakwood battens 25 mm minimum depth on all edgesof shutters (over all area of door shutter to bemeasured) over item no. 9.20 and 9.21 sqm 284.55 44.00 12520.20

A 5.04 9.48 Providing and fixing M.S. grills of required patternin frames of windows etc. with M.S. flats square or round bars etc. all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugsscrews etc. Kg. 64.40 4428.00 285163.20

A 5.05 9.97 Providing and fixing aluminium tower bolts ISImarked anodised (anodic coating not less thangrade AC 10 as per IS : 1868) transparent or dyedto required colour or shade with necessary screwsetc. complete

9.97.2 250 x 10 mm each 62.20 67.00 4167.40A 5.06 9.100 Providing and fixing Aluminium handles ISI

marked anodised ( Anodic Coating not less thangrade AC10 as per IS 1868) transparent or dyedto required coloured or shade with necessaryscrews etc. complete.

9.100.1 125 mm each 48.80 48.00 2342.40A 5.07 9.101 Providing and f ixing aluminium hanging f loor door stopper ISI marked anodised (anodic coating notless than grade AC 10 as per IS :1868)transparent or dyed to required color and shadewith necessary screws etc. complete:

9.101.2 Twin rubber stopper. each 53.90 48.00 2587.20A 5.08 9.12 Extra for providing frosted glass panes 10Kg/sqm

(4 mm thick) instead of ordinary glass panes10kg/sqm (4 mm thick) im doors, windows andclerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shallbe measured) sqm 10.45 30.00 313.50



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PROPOSED DISPENSARY A ND BRANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST BENGA L

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(Non-DSR) A 5.09 9.122.1 30 mm thick glass fibre reinforced plastic (FRP)

panelled door shutter of required colour andapproved brand and manufacture, made with fireretardant grade unsaturated polyester resin,moulded to 3 mm thick FRP laminate for forminghollow rails and styles, with wooden frame andsuitable blocks of seasoned wood inside atrequired places for fixing of fittings, castmonolithically with 5 mm thick FRP laminate for panels and conforming to IS : 14856 - 2000including fixing to frames. sqm 1363.10 56.00 76333.60

A 5.10 9.84 Providing and fixing IS : 3564 marked aluminiumextruded section body tubular type universalhydraulic door closer with double speedadjustment with necessary accessories andscrews etc. complete: Hardwyn make (Eddy) or equivalent each 911.10 20.00 18222.00

A 5.11 Non Sch Extra for providing and fixing STAINLESS STEELcyledrical lock without key of Godrej make or equivallent including and necessary fittings ,fixtures, labour etc. complete each 650.00 10.00 6500.00

A 5.12 Non Sch Extra for providing and fixing STAINLESS STEEL

cyledrical lock with key of Godrej make or equivallent including and necessary fittings ,fixtures, labour etc. complete each 750.00 48.00 36000.00

A 5.13 non-schedule

Providing and fixing 'Garware' make frosted polyester film on glass panes of door/ partition as per design anddirection of Engg-in - charge sqm 620.00 45.00 27900.00Sub Head Total Rs. 479,791.82 Rs. 70,400.00

A 6.0 SUBHEAD NO. 6 : STEEL WORKA 6.01 10.3 Providing in position collapsible steel shutters

with vertical channels 20X10X2 mm and bracedwith f lat iron diagonals 20X5 mm size with top &bottm rail of T iron 40 X40 X6 mm with 40 mm dia, steel pullys complete with bolts , nuts , lockingarrangements , stoppers , handles , includingapplying of priming coats of approved steelprimer. sqm 2592.70 4.00 10370.80



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(Non-DSR) A 6.02 10.17 Providing and fixing M.S. fan clamp type I of 16

mm dia M.S. bar bent to shape with hooked endsin RCC slabs during laying including painting theexposed portion of loop, all as per standarddesign complete.. each 75.20 57.00 4286.40

A 6.03 10.26 Providing and fixing handrail by welding etc. tosteel ladder railing, balcony railing & staircaserailing including aplying a priming coat of approved steel primer.

10.26.2 ERW tubes 40mm nominal dia Kg 111.50 96.00 10704.00A 6.04 10.25 Steel work welded in built up sections/framed

work including providing cutting hoisting, fixing inposition and applying a priming coat of approvedsteel primer using structural steel etc. as required

a

10.25.1

In stringers, treads, landings etc. of stair casesincluding use of chequered plate whereverrequired, all complete. kg 48.95 80.00 3916.00

b 10.25.2 In gratings, frames, guard bar , ladder, railings ,brackets , gates , grill & similar works Kg 51.20 1695.00 86784.00

A 6.05 10.16 Steel work in built up tubular trusses includingcutting, hoisting, fixing in position and applying a

priming coat of approved steel primar, welded andbolted including special shaped washers etc.complete.

10.16.3 Electric resistance or induction butt welded tubesKg 109.05 158.00 17229.90

A 6.06 NonSchedule

Supply, fabrication and instalation of stainlesssteel railing (of 304 grage) fabricated withstandard tube, piles, solid section of stainlesssteel, welded and grinded, with smooth bend andcurve at turning as per design, polishing completeto give finished look, fixing with base slab/

concrete or side wall/ RCC by suitable fastner complete as per instruction of EIC. Kg 800.00 156.00 124800.00



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PROPOSED DISPENSARY A ND BRANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WE ST BENGAL

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(Non-DSR) A 6.07 Non

ScheduleProviding and f ixing 10mm thk. Multi wall Poly

carbonate sheet of approved colour (GE or equivalent make) fixed with fastening profiles of aluminium with all accessories, silicon sealentwith all other necessary screw / screw cap andother consumables etc. as required at any height,the system to be completely water tight, completeas per instruction of Engineer in charge. sqm 3000.00 32.00 96000.00Sub Head Total Rs. 133,291.10 Rs. 220,800.00

A 7.0 SUBHEAD NO. 7 : FLOORINGA 7.01 11.36 Providing and fixing 1st quality ceramic glazed

wall tiles conforming to IS: 15622 (thickness to bespecified by the manufacture) of approved makein all colours, shades except burgandy, bottlegreen, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dadosover 12mm thick bed of cement mortar 1:3 (1cement : 3 coarse sand) and jointing with greycement slurry @ 3.3 Kg/sqm including pointing inwhite cement mixed with pigment of matchingshade complete. sqm 556.60 335.00 186461.00

A 7.02 NonSchedule Providing and laying matt finished rectifiedglazed ceramic floor tiles 400 X 400 mm or more (thickness to be specified by manufacturer)of 1st quality conforming to IS : 15622 of approved make in all colours, shades, exceptWhite, Ivory , Grey, Fume Red Brown laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarsesand) including grouting the joints with Whitecement and matching Pigments etc. complete. sqm 1000.00 91.00 91000.00



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(Non-DSR) A 7.03 11.41 Providing and laying polished vitrif ied floor tiles in

different sizes (thicknes to be specified by themanufacturer) with water absorption's less than0.08% and conformin to IS : 15622 of approvedmake in all colours and shake, laid on 20 mmthick cement motar 1:4 ( 1 cement : 4 coarsesand) including grouting the joints with whitecement and matching pigments etc. complete.

11.41.2 Size of Tile 60X60 cm sqm 1031.86 273.00 281697.7811.41.4 Size of tile 100 x 100 cm sqm 1733.05 500.00 866525.00

A 7.04 8.2 Providing and fixing 18 mm thick gang saw cutmirror polished premoulded and prepolished)machine cut for kitchen platforms, vanity counters,window sills, facias and similar locations of requiried size of approved shade, colour andtexture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treatedwith white cement mixed with matching pigment,epoxy touch ups, including rubbing curingmoulding and polishing to edge to givie high glossfinish etc. complete at all levels.

8.2.2 Granite of any colour and shadea 8.2.2.1 Area of slab upto 0.50 sqm sqm 2480.20 251.00 622530.20b 8.2.2.2 Area of slab over 0.50 sqm sqm 2543.65 56.00 142444.40

A 7.05 11.3 Cement concrete flooring 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate) finishedwith a floating coat of neat cement includingcement slurry, but excluding the cost of nosing of steps etc. complete.

11.3.1 40mm thick with 20mm nominal size stoneaggregates sqm 192.95 29.00 5595.55

A 7.06 11.6 Cement plaster skirting & dado with cementmortar 1:3 (1 cement:3 coarse sand) finished witha floating coat of neat cement

11.6.1 18 mm thick sqm 168.50 20.00 3370.00



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(Non-DSR) A 7.07 8.5 Extra for providing opening of required size &

shape for wash basins / kitchen sink in kitchenplatform, vanity counters and similar location inmarble / granite / stone work including necessaryholes for pillar taps etc. including rubbing andpolishing of cut edges etc. complete

each 151.00 1.00 151.00A 7.08 Non

ScheduleGranite stone slabs with hornned finish (Gray/Black) 20mm thick in steps, risers,landing, skirtinglaid on 12mm (avg) thick cement mortar 1:3 ( 1cement: 3 coarse sand) and jointed with whitecement slurry mixed with pigment to match theshade of the slabs, including rubbing andpolishing complete. sqm 2747.90 283.00 777655.70

A 7.09 NonSchedule

Providing and laying decorative interconnectingfloor/Pavement tiles of approx. 22mm thick ofapproved colour, shed, pattern ( Wondercrete /Durocrete/ EUROCON / MULTYWIN/ AP GalaxyBrand) to be laid over base of 1:4 cementmortar.(1 cement:4 coarse sand) 25mm thk and

jointed with white cement slurry mixed withpigments to match the shed of the tiles including

rubbing and cleaning complete as required. sqm 900.00 339.00 305100.00Sub Head Total Rs. 2,108,774.93 Rs. 1,173,755.70

A 8.0 SUBHEAD NO. 8 : ROOFING



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PROPOSED DISPENSA RY AND BRA NCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST BENGA L

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(Non-DSR) A 8.01 22.5 Providing and laying water proofing treatment in

sunken portion of WCs, bathroom etc., byapplying cement slurry mixed with water proofingcement compound consisting of applying : a) Firstlayer of slurry cement @ 0.488 kg/sqm mixedwith water proofing cement compound @ 0.253kg/sqm. This layer will be allowed to air cure for 4hours. b) Second layer of slurry of cement @0.242 kg/sqm mixed with water proofing cementcompound @ 0.126 kg/sqm. This layer will beallowed to air to air to cure for 4 hoursfollowedwith water curing for 48 hours. The rate includespreparation of surface, treatment and sealing of all joints, corners, junctions of pipes andmasonary with polymer slurry.

sqm 143.85 91.00 13090.35A 8.02 22.14 Grading roof for water proofing treatment with

22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

cum 3314.95 13.00 43094.35



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(Non-DSR) A 8.03 22.17 Providing and laying in situs Seven course water

proofing treatment with APP (AtacticPolypropylene) modified Polymeric membraneover roof consisting of first coat of bitumen primer @ 0.40 Kg per sqm, 2nd & 4 th courses of bonding matrial @ 1.20 Kg/sqm which shallconsist of blown type bitumen of grade 85/25conforming to IS : 702,3rd layer of roofingmembrane APP modified Polymeric membrane2.0 thick of 3.00 Kg/sqm weight consisting of fivelayers prefabricate with centre core as 100 micronHMHDPE film sandwiched on both sides withpolymeric mix and the polymeric mix is protectedon both side with 20 micron HMHDPE film. 7 th,the topmost layer shall be finished with brick tilesof class designation 100 grouted with cementmortar 1:3 (1 cement:3 fine sand) mixed with 2%integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3(1 cement : 3 fine sand) and f inished neat whichshall be paid for separately.

sqm 372.70 194.00 72303.80A 8.04 12.22 Making khuras 45x45cm with average minmum

thickness of 5 cm cement concrete 1:2:4 (1cement :2 coarse sand: 4 graded stone aggregateof 20 mm nominal size) over PVC sheet 1m x 1mx 400micron, finished with 12mm cement plaster 1:3 (1cement:3coarse sand) and a coat of neatcement rounding of the edges and making andfinishing the outlet complete

each 108.00 6.00 648.00A 8.05 12.44 Providing and fixing to the inlet mouth of rain

water pipes cast iron grating 15 cm diametre and

weighing not less than 440 grams. each 23.40 6.00 140.40



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Schedule Roof treatment over sloped roof with cementconcrete 1:2:4 (1 cement:2 coarse sand:4 gradedstone aggregates 6 mm nominal size) admixedwith Plastocrete super of Sika Qualcrete orequivallent with a uniform thickness of 40mm overa coat of SBR latex (of Sika Qualcrete, Chokseyor equivallent) slurry ( 1 bag of cement to bespread over 75 sqm of area with minimum of 8Kgof SBR latex).including the cost fibre glass cloth tobe laid in concrete layer, labour , material etc. allcomplete as per instruction of the Engineer in

Charge. sqm 275.00 185.00 50875.00Sub Head Total Rs. 150,418.50 Rs. 50,875.00

A 9.0 SUBHEAD NO. 9 : FINISHINGA 9.01 13.4 12 mm cement plaster of mix

13.4.2 1:6 (1 cement : 6 coarrse sand) sqm 72.70 1170.00 85059.00A 9.02 13.5 15 mm cement plaster on the rough side of single

of half brick wall of mix13.5.2 1:6 (1 Cement : 6 coarse sand) sqm 84.55 1803.00 152443.65

A 9.03 13.16 6 mm cement plaster of mix: 13.16.1 1:3 ( 1 cement : 3 fine sand) sqm 62.15 1484.00 92230.60

A 9.04 13.6 20mm cement plaster of mix: 13.6.1 1:4 (1 cement : 4 coarse sand) sqm 118.25 1690.00 199842.50

A 9.05 13.10 15 mm cement plaster1:3 (1 cement 3 coarsesand) finished with a floating coat of neat cementon the rough side of single or half brief wall

sqm 128.50 82.00 10537.00A 9.06 13.22 Extra for plastering exterior walls height more than

10m from ground level for every additional heightof 3m or part there of. sqm 16.80 579.00 9727.20

A 9.07 13.45 Finishing walls with textured exterior paint of required shade:

13.45.1 New work (Two or more coat applied @ 3.28 ltr/10sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10sqm). sqm 96.25 923.00 88838.75

A 9.08 13.50 Applying priming coat:


PROPOSEDDISPENSARYA NDBRANCHOFFICEFORE S I CATSILIGURI(MATIGARA)WES TBENGAL


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PROPOSED DISPENSARY A ND BRANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WES T BENGAL

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(Non-DSR) a 13.50.1 With ready mixed pink or grey primer of approved

brand and manufacture on wood work (Hard andsoft wood). sqm 16.55 75.00 1241.25b 13.50.3 With ready mixed red oxide zinc chromate primer

of approved brand and manufacture on steelgalvanised iron/steel works sqm 12.65 216.00 2732.40

A 9.09 13.61 Painting with synthetic enamel paint of approvedbrand and manufacture to give an even shade:

13.61.1 Two or more coats on new work sqm 33.25 291.00 9675.75A 9.10 non-

scheduleProviding and applying W hite cement base putty,thickness not more than 2mm (Birla wallcare wall putty/JK wall putty) over plastered surface to prepare thesurface even and smooth complete. sqm 86.00 3930.00 337980.00

A 9.11 13.37 White washing with lime to give an even shade13.37.1 New work (three or more coats) sqm 6.75 50.00 337.50

A 9.12 13.60 Wall painting with plastic emulsion paint of approved brand and manufacture to give an evenshade:

13.60.1 Two or more coats on new work sqm 40.05 3930.00 157396.50A 9.13 13.76 Forming groove of uniform size from 12 x 12 mm

and upto 25 x 15 mm in plastered surface as perapproved pattern using wooden battens nailed to

the under layer including removal of woodenbattens, repairs to the edges of plaster panel andfinishing the groove complete as perspecifications and direction of the Engineer-in-charge metre 13.30 400.00 5320.00

A 9.14 NonSchedule Providing and fixing high pressed clay tiles of

Confetti export / SBTC brand or equivallent onwall on prepared plastered surface with adhesiveof Sika-ceram / Balendura -durafix silver star orequivallent, including racking off joint and makinggood the same with matching coloured approvedsealent compound , protective silicon paint overtotal laid surface etc.complete with tools, tackles,scaffolding etc. maintaining true line level etc. asper direction of Enginner - in - charge sqm 1150.00 1045.00 1201750.00




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ScheduleProviding and fixing 20mm x20mm glass mosaictiles of texture series of Italia or equivallent ofapproved colour and texture on wall facia etc. atany height including all materials and labourscomplete sqm 1591.20 62.00 98654.40

A 9.16 NonSchedule

Finishing walls with textured paint Perlina fine /Rustik regular / ornaplast/ perlina regular/ Rustikfine of Spectrum paints Pvt ltd. or equivallent ofrequired shade & texture sqm 540.70 50.00 27035.00Sub Head Total Rs. 815,382.10 Rs. 1,665,419.40

A 10.00 SUBHEAD NO. 10 : ALUMINIUM WORKA 10.01 Non sch Providing and fixing aluminium adjustable

louvered window with 6mm thick. frosted glass, allexposed edge to be machine polished, outer frame 50x25 (2mm thk.) hollow Aluminium section(Indal/ Hindalco/ Jindal) confirming to IS:733 andIS:1285, anodised transparent or dyed to requiredshade according to IS: 1868 (Minimum anodiccoating of grade AC 15), fixed with rawl plugs andscrews or with fixing clips, or with expansion holdfastner including necessary filling up of gaps at

junctions, at top, bottom and sides with requiredsilicon compound etc, complete as per drawingand instruction of Engineer-In-Charge.

sqm 3047.50 18.00 54855.00




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(Non-DSR) A 10.02 21.1 Providing and fixing aluminium work for doors,

windows, ventilators and partitions with extrudedbuilt up standard tubular sections / appropriate Zsections and other sections of approved makeconforming to IS : 733 and IS : 1285, f ixed withrawl plugs and screws or with fixing clips or withexpansion hold fasteners including necessaryfilling up of gaps at junctions, at top, bottom andsides with required PVC / neoprene felt etc.

Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically whereverrequired including cleat angle.l Aluminium snap

beading for glazing / panelling, C.P. brass /stainless steel screws all complete as perarchitectural drawings and the directions ofEngineer-in-charge. (Glazing and panelling to bepaid for separately)

21.1.1 For fixed portion

21.1.1.3

Polyester powder coated aluminium (minimumthickness of plyester powder coating 50 micron)

kg 312.40 4273.00 1334885.20A 10.03

21.1.2

For shutters of doors windows & ventilatorsincludisng providing and fixing hinges / pivots andmaking provision for fixing of fittings whereverrequired including the cost of PVC / neoprenegasket required (Fittings shall be paid forseparately).

21.1.2.3

Polyester powder coated aluminium (minimumthickness of plyester powder coating 50 micron)

kg 332.85 3165.00 1053470.25




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(Non-DSR) A 10.04 21.4 Providing and fixing double action hydraulic floor

spring of approved brand and manufacture IS :6315 marked, for doors including cost of cuttingfloors as required, embedding in floors and cover plates with brass pivot and single piece M.S.sheet outer box with slide plate etc. complete asper the direction of Engineer - in - charge.

a 21.4.1 With stainless steel cover plate each 1733.50 20.00 34670.00A 10.05

21.3

Providing and fixing glazing in aluminium doorwindow ventilator shutters and partitions etc. withPVC / neoprene gasket etc complete as per the

architectural drawings and the directions ofengineer-in-charge. (Cost of aluminium snapbeading shall be paid in basic item)

a 21.3.1 With float glass panes of 4.0 mm thickness sqm 554.95 171.00 94896.45b 21.3.2 With float glass panes of 5.50 mm thickness sqm 673.55 75.00 50516.25

A 10.06 Non sch Extra for providing coloured (Blue ) tinted floatglass in place of clear 4mm glass sqm 125.00 171.00 21375.00

A 10.07 Non sch Providing and fixing 9 mm thick prelaminatedparticle board flat pressed three layer or gradedwood particle board conforming to IS : 12833Grade L Type II, in panelling fixed in aluminiumdoors, windows shutters and partition frames withC.P.Brass / stainless steel screws etc. completeas per architectural drawings and directions ofengineer-in-chargePrelaminated particle board with decorativelamination on one side and balancing laminationon other sides. sqm 1200.00 22.00 26400.00

A 10.08 21.8 Filling the gap in between aluminium frame &adjacent RCC / Brick / Stone work by providing

weather silicon sealant over backer rod ofapproved quality as per architectural drawingsand direction of Engineer-in-charge. Complete

21.8.1 Upto 5 mm depth and 5 mm width metre 58.85 351.00 20656.35




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(Non-DSR) A 10.09 Non sch Providing and fixing stainless steel (SS 304

grade) door handle of approved quality withnecessary stainless steel fixtures etc. to thedoor as per dierection of Enginner - in - chargecomplete

a 25mm dia 300mm long in pairs eachpair 2070.00 19.00 39330.00

b 32mm dia 450mm long in pairs eachpair 3000.00 6.00 18000.00

A 10.10 21.11 Providing and fixing stainless steel (SS 304grade) adjustable friction windows stays of approved quality with necessary stainless steel

screws etc. to the side hung windows as per dierection of Enginner - in - charge complete

a 21.11.1 205 X 19 mm each 175.10 80.00 14008.00b 21.11.2 255 X 19 mm each 193.20 302.00 58346.40

A 10.11 Non sch Providing concealed type aluminium tower bolts fordouble shutter aluminium door. each 115.00 19.00 2185.00Sub Head Total Rs. 2,661,448.90 Rs. 162,145.00

A 11.0 SUBHEAD NO. 11 : MISCA 11.01 Non

Schedule Providing and fixing at all height false ceiling ofapproved design including suspension system ofthe manufacturer comprising of main runner,cross tee, hanger, perimeter trim etc as required.Work to be executed as per manufacturer'srecommendation and instruction of engineer incharge including keeping necessaryprovisions/cutouts for electrical fittings, ACdifusers, Fire detectors etc.as per design. 15mmthick Optra FG of Armstrong / Feinstratos VT-15of AMF / Cosmos 68/N of OWA Everest, with15mm wide microlook/simillar suspention system. sqm 1780.00 185.00 329300.00




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11.02

NonSchedule

Supply and fixing Automatic Aluminium slidingdoor of 2m wide X 2.1m height with 5.5mm clearglass double shutter ( a propritory system ofDorma / Hardwyn / Godrej or equivallent ),complete with sliding devices, sensor system etc.all complete as required for proper functioning.

each 172500.00 1.00 172500.0019.19 Providing and fixing in position pre-cast R.C.C.

manhole cover and frame of required shape andapproved quality

19.19.3 H D - 2019.19.3.1 Circular shape 560 mm internal diameter each 1110.30 6.00 6661.80

19.16 Providing orange colour safely foot rest of minium6 mm thick plastic encapsulated as per IS:10910on 12mm dia steel bar conforming to IS: 1786having minimum cross section as 23 mmX 25 mmand over all minimum length 263 mm and widthas 165 mm with minimu each 182.40 16.00 2918.40

19.32 Making soak pit 2.5 m diameter 3.0 metre deepwith 45X45 cm dry brick honey comb shaft withbricks of class designation 75 and S.W. drain pipe100 mm diameter, 1.8 long complete as per standard design

19.32.1 With F.P.S. bricks each 9938.65 2.00 19877.3016.69 Providing and laying at or near ground level

factory made kerb stone of M25 grade cement inposition to the required line, level and curveture

jointed with cement mortar 1:3 (1 cement : 3coarse sand) including making joints with orwithout grooves ( thickness of joints except atsharp curve shall not to more than 5mm) includingmaking drainage opening wherver requiredcomplete etc. as per direction of Engineer in

charge ( length of finished kerb edging shall bemeasured for payment). ( Precast CC kerb stoneshall be approved by Enginneer in Charge)

cum 4247.70 2.00 8495.40


PROPOSED DISPENSARY AND BRA NCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST BENGAL


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(Non-DSR) 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand

: 4 graded stone aggregate 40 mm nominal size inpavements, laid to required slope and camber inpanels as required including consolidationfinishing and tamping complete

cum 3638.55 28.00 101879.40

Sub Head Total Rs. 139,832.30 Rs. 501,800.00



28/49


DSR

2

HEAD: SANITARY, WATER SUPPLY &

DRAINAGE WORKS

2a SUB-HEAD-1, SANITARY WORK 376,971.65 0.00

2c

SUB-HEAD-2, WATER SUPPLY WORK

WITH BORE W ELL, IRON REMOVALPLANT AND PUMP 189,146.86 653,041.00

2bSUB-HEAD-3, SEWERAGE ANDDRAINAGE W ORK 174,769.15 107,640.00

TOTAL 740,887.66 760,681.00

ABSTRUCT OF COST

ESTIMATE OF COST FOR PROPOSED DISPENSARY & BRANCH OFFICE FOR E.S.I.CORPORATION AT SILIGURI (MATIGARA ) WEST BENGAL.

PROPOSED DISPENSARY AN D BRANC H OFFICE FOR E.S.I.C AT SILIGURI ( MATIGA RA ) WEST BENGA L


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B 1 SUBHEAD NO. 1 : SANITARYINSTALLATIONS

B 1.01 17.2 Providing and fixing white vitreous chinapedestal type water closet (european Type) withseat and lid, 10 litre low level white vitreouschina flushing cistern & C.P. flush bend withfittings & C. I. brackets, 40mm flush bend,overflow arrangement with specials of standardmake and mosquito proof coupling of approvedmunicipal design complete including painting of fittings and brackets, cutting and making goodthe walls and floors wherever required:

17.3.1 W.C. pan with ISI marked white solid plasticseat and lid each 3282.95 14 45961.30

B 1.02 17.5 Providing and fixing white vitreous china flatback half stall urinal of size 580X380X350mmwith white PVC automatic flushing cistern, withfittings, standard size C.P. brass flush pipe,spreaders with unions and clamps (all in C.P.brass) with waste fitting as per IS: 2556, C.I.

trap with outlet grating and other couplings inC.P. brass including painting of fittings andcutting and making good the walls and f loorswherever required:

a 17.5.2 Range of two half stall urinals with 5 litre P.V.C.automatic flushing cistern each 5960.75 2 11921.50

B 1.03 17.7 Providing and fixing wash basin with C.I.brackets, 15 mm C. P. brass pillar taps, 32mmC.P. brass waste of standard pattern, includingpainting of fitt ings and brackets, cutt ing andmaking good the walls wherever require:

17.7.1 White vitreous China Wash basin size630X450mm with a pair of 15 mm C.P. brasspillar taps each 1332.90 22 29323.80

B. SANITARY, WATER SUPPLY, DRAINAGE WORKS

S P , DRAINAGE, PAGE 29


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(Non-DSR) B 1.10 17.38 Providing and fixing bend of required degree

with access door, bolts and nuts complete.a 17.38.1 100 mm17.38.1.2 Sand cast iron S & S as per IS - 3989 each 291.00 48 13968.00

b 17.38.2 75 mm17.38.2.2 Sand cast iron S & S as per IS - 3989 each 230.00 8 1840.00

B 1.11 17.39 Providing and fixing plain bend of requireddegree

a 17.39.1 100 mm17.39.1.2 Sand cast iron S & S as per IS - 3989 each 236.40 15 3546.00

b 17.39.2 75 mm17.39.2.2 Sand cast iron S & S as per IS - 3989 each 178.65 4 714.60

B 1.12 17.40 Providing and fixing heel rest sanitary benda 17.40.1 100 mm

17.40.1.2 Sand cast iron S & S as per IS - 3989 each 286.35 15 4295.25b 17.40.2 75 mm

17.40.2.2 Sand cast iron S & S as per IS - 3989 each 249.50 4 998.00B 1.13 17.41 Providing and fixing double equal junction of

required degree with access door, insertionrubber washer 3mm thick, bolts and nutscomplete:

a 17.41.1 100X100X100X100 mm

17.41.1.2 Sand cast iron S & S as per IS - 3989 each 612.55 15 9188.25b 17.41.2 75X75X75X75 mm17.41.2.2 Sand cast iron S & S as per IS - 3989 each 487.60 3 1462.80

B 1.14 17.43 Providing and fixing equal plain junction of required degree with door, insertion rubber washer 3 mm thick, bolts and nuts complete.

a 17.43.1 100X100X100 mm17.43.1.2 Sand cast iron S & S as per IS - 3989 each 489.60 10 4896.00

b 17.43.2 75X75X75 mm17.43.2.2 Sand cast iron S & S as per IS - 3989 each 364.45 5 1822.25

B 1.15 17.44 Providing and fixing single equal plain junctionof required degree


b 17.44.2 75X75X75 mm17.44.2.2 Sand cast iron S & S as per IS - 3989 each 333.10 2 666.20


PROPOSED DISPENSARY AND B RANC H OFFICE FOR E.S.I.C AT SILIGURI ( MATIGA RA ) WEST BENGAL


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(Non-DSR) B 1.16 17.47 Providing and fixing single unequal of junction

required degree with access door, insert ionrubber washer 3 mm thick, bolts and nutscomplete.


B 1.17 17.53 Providing and fixing sand cast iron S & S off sets asper IS: 1729

a 17.53.1 76 mm off sets17.53.1.1 With 75 mm dia pipe each 158.90 4 635.6017.53.1.2 With 100 mm dia pipe each 268.05 4 1072.20

b 17.53.2 With 114 mm off sets17.53.2.1 With 75 mm dia pipe each 271.25 3 813.7517.53.2.2 With100 mm dia pipe each 351.40 5 1757.00

c 17.53.3 With 152 mm off sets17.53.3.1 With 75 mm dia pipe each 340.25 1 340.2517.53.3.2 With100 mm dia pipe each 440.15 1 440.15

B 1.18 17.56 Providing and fixing terminal guard:a 17.56.1 100 mm

17.56.1.2 Sand cast iron S & S as per IS - 3989 each 194.60 10 1946.00b 17.56.2 75 mm

17.56.2.2 Sand cast iron S & S as per IS - 3989 each 177.45 4 709.80B 1.19 17.58 Providing lead caulked jonts to sand cast

iron/centrifugally cast (spun) iron pipes andfittings of diameter:

a 17.58.1 100 mm each 126.50 205 25932.50b 17.58.2 75 mm each 107.80 50 5390.00

B 1.20 17.60 Providing and fixing trap of self cleansingdesign with screwed down or hinged grat ingwith or without vent arm complete, includingcost of cutting and making good the walls andfloors:

a 17.60.1 100 mm inlet and 100 mm outlet17.60.1.2 Sand cast iron S & S as per IS - 1729 each 442.10 12 5305.20

b 17.60.2 100 mm inlet and 75 mm outlet17.60.2.2 Sand cast iron S & S as per IS - 1729 each 375.90 2 751.80


PROPOSED DISPENSARY A ND BRA NCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST BENGA L
mailto:Coolie=0.5@Rs%20118%20eachmailto:Beldar=1.9@Rs118mailto:Beldar=1.9@Rs118mailto:Coolie=0.5@Rs%20118%20each


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(Non-DSR) B 1.21 17.61 Cutting chases in brick masonary walls for

following diameter sand cast iron/ centrifugallycast (spun) iron pipes and makng good thesame with cement concrete 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 12.5mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4coarse sand):

a 17.61.1 100 mm dia metre 152.45 110.00 16769.50b 17.61.2 75 mm dia metre 108.85 24.00 2612.40

B 1.22 17.65 Painting sand cast iron/centrifugally cast (spun)

iron soil, waste vent pipes and fittings with paintof any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality)for new work:

a 17.65.1 100 mm diameter pipe metre 17.85 119.00 2124.15b 17.65.2 75 mm diameter pipe metre 13.70 30.00 411.00

17.70 Providing and fixing PTMT Bottle Trap for Washbasin and sink.

B 1.23 17.70.1 Bottle Trap 31 mm single piece moulded withheigh of 270 mm, effective length of of tail pipe260 mm from the centre of the wste coupling77mm breadth with 25mm minimum water seal,weighing not less than 260 gms. each 366.20 18.00 6591.60

B 1.24 17.70.2 Bottle Trap 38 mm single piece moulded withheigh of 270 mm, effective length of of tail pipe260 mm from the centre of the wste coupling77mm breadth with 25mm minimum water seal,weighing not less than 263 gms. each 395.25 10.00 3952.50Sub Head Total Rs. 376,971.65 Rs. -




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(Non-DSR) B 2 SUBHEAD NO. 2 : WATER SUUPPLY

B2.01

18.10 Proviing and fixing G.I. pipes complete withG.I.fit tings and clamps, including cutting andmaking good the walls etc.Exposed on wall

a 18.10.1 15 mm dia. Nominal bore metre 105.85 25.00 2646.25b 18.10.2 20 mm dia. Nominal bore metre 133.85 20.00 2677.00c 18.10.3 25 mm dia. Nominal bore metre 179.65 19.00 3413.35d 18.10.4 32 mm dia. Nominal bore metre 226.10 50.00 11305.00e 18.10.5 40 mm dia. Nominal bore metre 264.05 72.00 19011.60

B 2.02 18.11 Concealed pipe including painting with anti-corrosive bitumastic paint, cutting chases andmaking good the wall

a 18.11.1 15 mm dia. Nominal bore metre 144.75 222.00 32134.50b 18.11.2 20 mm dia. Nominal bore metre 170.15 49.50 8422.43

B 2.03 18.12 Providing and fixing G.I. pipes complete withG.I. fittings including trenching and refilling etc.

External worka 18.12.4 32 mm dia. Nominal bore metre 193.60 90 17424.00

b 18.12.5 40 mm dia. Nominal bore metre 219.60 50 10980.00B 2.04 18.13 Making connection of G.I. distribution branchwith G.I. main of following sizes by providingand fixing tee, including cutting and threadingthe pipe etc. complete

18.13.1 25 to 40 mm nominal bore each 166.05 15 2490.75B 2.05 18.17 Providing and f ixing gun metal gate valve with

C.I. wheel of approved quality (screwed end):a 18.17.1 25 mm nominal bore each 285.50 5 1427.50b 18.17.2 32 mm nominal bore each 358.00 5 1790.00c 18.17.3 40 mm nominal bore each 399.00 4 1596.00

B 2.06 18.19 Providing and fixing gun metal non-return valveof approved quality (screwed end):

a 18.19.3 40 mm nominal bore18.19.3.1 Horizontal each 494.95 2 989.9018.19.3.2 Vertical each 605.30 2 1210.60


PROPOSED DISPENSARY AN D BRAN CH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGA RA ) WEST BENGAL


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(Non-DSR) B 2.07 18.33 Constructing masonary Chamber 60X60X75 cm

inside with 75 class designation brick work incement morter 1:4 (1 cment : 4 coarse sand))for sluice valve, with C.I. surface box 100mmtop diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC topslab 1:2:4 mix (1 cement : coarse sand : 4graded stone aggrgate 20 mm nominal size )necessary excavation foundation concrete1:5:10 (1 cement : 5 fine sand : 10 gradedstone aggregte 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with af loating coat of neat cement complete as per standard design:

18.33.1 With F.P.S. bricks each 3595.30 3 10785.90B 2.08 18.38 Paint ing G.I. pipes and fitt ings with synthetic

enamel white paint over a ready mixed primingcoat, both of approved quality for new work:

a 18.38.1 15 mm diameter pipe metre 4.65 247.00 1148.55

b 18.38.2 20 mm diametre pipe metre 5.45 69.50 378.78c 18.38.3 25 mm diametre pipe metre 7.20 19.00 136.80d 18.38.4 32 mm diametre pipe metre 8.50 140.00 1190.00e 18.38.5 40 mm diametre pipe metre 10.10 122.00 1232.20

B 2.09 18.46 Providing and fixing G.I. Union in G.I. pipeincluding cutt ing and threading the pipe andmaking long screws etc. complete (New work)

a 18.46.1 15 mm nominal bore each 75.90 35.00 2656.50b 18.46.2 20 mm nominal bore each 96.80 15.00 1452.00c 18.46.3 25 mm nominal bore each 107.25 10.00 1072.50d 18.46.4 32 mm nominal bore each 123.55 8.00 988.40e 18.46.5 40 mm nominal bore each 164.20 6.00 985.20




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(Non-DSR) B 2.10 18.48 Providing and placing on terrace (at all floor

levels) polythene water storage tankISI:12701marked with cover and suitablelocking arrangement and making necessaryhole for inlet, outlet and overflow pipe butwithout fittings and the support for tank

perlitre 5.25 5000 26250.00

B 2.11 18.51 Providing and fixing C.P. brass long body bibcock of approved quality conforming to ISstandards and weighing not less than 690 gms

18.51.1 15 mm nominal bore each 253.95 20 5079.00B 2.12 18.52 Providing and fixing C.P. brass stop cock

(concealed) of standard design and of approvedmake conforming to IS : 8931

18.52.1 15 mm nominal bore each 262.55 19 4988.45B 2.13 18.53 Providing and f ixing C.P. brass angle valve for

basin mixer and geyser points of approvedquality conforming to IS: 8931 a) 15 mmnominal bore

18.53.1 15 mm nominal bore each 347.65 28 9734.20B 2.14 18.76 Cutting holes up to 30X30 cm in wallls including

making good the same:

18.76.1 With F.P.S. bricks each 90.90 30 2727.00B 2.15 18.77 Cutting holes up to 15X15 cm in R.C. C. floorsand roofs for passingdrain pipes etc.andrepairing the hole after insertion of drain pipeetc. with cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mmnominal size ) including finishing complete so asto make it leak proof.

each 82.25 10 822.50


PROPOSED DISPENSARY AND B RANC H OFFICE FOR E.S.I.C AT SILIGURI ( MATIGA RA ) WEST BENGAL


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(Non-DSR) B 2.16 Non Sch Supplying, delivery, installation and

commissioning of suitable self primingcentrifugal pump set of BE/ kirloskar makecapable of delivering of clean water asmentioned below mounted on a common CIbase plate and directly coupled with electricmotor ( Crompton /Kirloskar/Siemens) autopush button starter (L &T, Siemens) suitable for operation including necessary gate & non-returnvalve, voltmeter, ammeter, pressure gauges etcwith single phase preventor, main switch withM.C.B mounted on a control panel with 2mmthk sheet metal enclosure with all provision for inoming cables, wire jointings etc. all complete :Power Supply- 440 V, A.C. 3 Phase, 50 Cycles;Source of water- UGR;

Total Head: 20 meter, Capacity: not less than 5 CuMper Hr. each 24020.5 2 48041.00




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QT Y Amount

(DSR) A m o u n t

(Non-DSR) B 2.17 non-

schedule

Installation of deep tube well of yeild mimum

10000lit/hr including the following:1. labour for boring through any type of soil forsinking tubewell to the required dia. with topenlargement by rig boring system including hirecharges and labour for rig machine tools andplants, staging etc .2.Supplying, fitting and fixing in position CPVCpipe of approved make for underground workswith all necessary accessories, specials viz.socket, bend, tee, union cross, elbows nippleshort piece, fibre glass reinforced epoxy resinslotted strainer including Packing the annularspace between the outside of the tube wellpipes strainer and the bore with pea sizewashed gravel of approved quality having sizefrom 2 - 5 mm. or the size approved by theEngineer -in - charge etc. including cost of allmaterials, cutting pipes, materials labour andequipments complete (Note initial 6 m. ofannualr space betwwen the housing pipe andthe bore should not be shrouded

with pea size gravel to avoid contaminationwith surface water . 3.Washingand developing tubewell with Air compressorpump and Engine for 8 hours continuouspumping per day till full development of tubewell, with necessary arrangements for testingthe yield in gallons per hour with V notchincluding hire labour and full charges for alltools and plants and scaffolding as requiredcomplete in all respect


PROPOSED DISPENSARY AND B RANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGA RA ) WEST BENGA L


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(Non-DSR) 4.Collecting sample of water for bacteriologicaland chemical tests for any depth at any timeduring execution of work including hire andlabour charges for tools and plants andsterilising the equipments paying all chargesand fees test etc. complete in all respect.5. Electrologging of bore hole before completionof lowering of tube well to assess approxquantity and quality of water. The work will bedone complete in all respect , as per directionand upto the satisfaction of Engineer in charge,along with obtaining approval from local

statotury authority for sinking of deep tubewell,the depth of well shall not be less than 100m, if for any reason the depth of well becomeless than specified then it will be get approvedby Engineer in charge in writting .

each 550000.00 1 550000.00B 2.18 non-

scheduleSupplying, lowering and installation thesubmersible pump set of required capacity todeliver water at furthest point KSB/Kalamamake and delivery out let fitted on spring loadednon return valve directly coupled withsubmersible motor, suitable for operation at440volts +/- 8%, 3 phase 50c/s AC supply, thematerial of the pump, bronze impeller, stainlesssteel shaft, CI pump body self aligning thurstplate of heavy bronze with necessaryaccessories for KSB/ Kalama makesubmersible pumping set of approved model.(before procurement, manufacturer's test report/ performance curve chart etc. to be submitted

for approval). each 42500.00 1 42500.00B 2.19 non-

scheduleSupplying and fixing 3 core 2.5sq.mm. PVC. Cuflat submersibble sheathed cable of 1.1 KV.grade including connection with bore well pumpetc. as required. m 125.00 100 12500.00

Sub Head Total Rs. 189,146.86 Rs. 653,041.00


PROPOSED DISPENSARY AN D BRAN CH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGA RA ) WEST BENGA L


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(DSR) A m o u n t

(Non-DSR) B 3.00 SUBHEAD NO. 3 : SEWERAGE AND

DRAINAGEB 3.01 19.1 Providing, laying and jointing glazed stonewarepipes grade 'A' with stiff mixture of cementmortar in the proportion of 1:1 (1 cement : 1 finesand) including testing of joints etc. complete

19.1.2 150 mm diameter meter 151.65 166.00 25173.90B 3.02 19.2 Providing and laying cement concrete 1:5:10 (1

cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) all round S.W.pipes including bed concrete as per standard

design:19.2.2 150 mm diameter meter 405.05 70.00 28353.50

B 3.03 19.3 Providing and laying cement concrete 1:5:10 (1cement: 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) up to haunchesof S.W. pipes including bed concrete as per standard design:

19.3.2 150 mm diameter meter 255.10 96.00 24489.60B 3.04 19.4 Providing and fixing square-mouth S.W gully

trap grade 'A' complete with C.I. grating brick

masonary chamber with water tight C.I. cover with frame of 300X300 mm size (inside) theweight of cover to be not less than 4.50 kg andframe to be not less than 2.70 kg as per standard design:

19.4.3 180 X 150 mm size P type19.4.3.1 With F.P.S. Bricks class designation 75 each 1036.75 10 10367.50

B 3.05 19.6 Providing and laying non - Pressure NP2 class(light duty) R.C.C. pipes with collars jointed withstiff mixture of cement mortar in the proportionof 1:2 (1 cement:2 fine sand) including testing of

joints etc. complete:19.6.2 150 mm dia R.C.C. pipe metre 202.85 15.00 3042.75


PROPOSED DISPENSARY AND BRANCH OFFICE FOR E.S.I .C AT SILIGURI ( MATIGARA ) WEST B ENGAL


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(Non-DSR) B 3.06 Non

Schedule

Providing, installation, testing, commissioning

iron removal plant of treatment capacity not lessthan 10000lit /hr consists of iron removal filterwith standard media in suitable PU coated MSVessel, air compressor , MnO2 chamber etc.complete with all required pipe lines fittings,pressure gauge etc.

each 107640.00 1 107640.00

SP DRAINAGE PAGE41


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PROPOSED DISPENSARY AND BRAN CH OFFICE FOR E.S.I .C AT SILIGURI ( MATIGARA ) WEST BENGAL


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(Non-DSR) B 3.10 19.27 Constructing brick masonary road gully

chamber 50X45X60 cm with bricks of classdesignation 75 in cement mortar 1:4 (1 cement :4 coarse sand) including 500X450 mm pre-castR.C.C. horizontal grating with frame completeas per standard design:

19.27.1 With F.P.S. bricks each 2248.35 5 11241.75Sub Head Total Rs. 174,769.15 Rs. 107,640.00

SP DRAINAGE PAGE43

PROPOSED DISPENSARY AND BRA NCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST BENGA L

SL. CODE DSR Non-Dsr


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NO. NO. DESCRIPTION OF ITEMS UNIT RATE Rate QUANTITY AMOUNT DSRD MODULAR FURNITURE & MISC. ITEMS BOQD 1 non-

scheduleProviding and fixing Roller blind cluding all standardcomponents like Al frame, control unit , N.cord, etc

complete with Imported textured fabrics of Black OutType. ( Classic / Hunter Douglas/ or equivallent ofapproved colour) sqm 1,460.00 171

D 2 non-schedule

Supply of Modular Table 1200 x 750 x 750 (H) withside table 900 x 500 x 750 (H)Table top 25mm thk pre=laminated particle boardfinished with 2mm edge lipping, Table top to supporton gable end and Modestry Panel each 10,650.00 9

D 3 non-schedule

Supply of Modular Drawer Unit Pedestal 450x 467x705mm each 5,277.00 9

D 4 non-schedule

Supply of Modular Table 1800 x 750 x 750 (H) withside table 1350 x 500 x 750 (H) and back credenza900 x 450 x 750htTable top 25mm thk pre=laminated particle boardfinished with 2mm edge lipping, Table top to supporton gable end and Modestry Panel each 26,200.00 1

D 5 non-schedule

Supply of Modular Table 1200 x 750 x 750 (H) withside credenza-cum-pedestal 900 x 450 x 750htTable top 25mm thk pre=laminated particle boardfinished with 2mm edge lipping, Table top to supporton gable end and Modestry Panel each 15,740.00 5

D 6 non-schedule Supply of Modular Discussion Table 3300 x 1500 x750 (H)Table top 25mm thk pre=laminated particle boardfinished with 2mm edge lipping, Table top to supporton gable end and Modestry Panel, Raceway to beprovided for wire management, 2 nos. dummy flip upto be provided. each 43,840.00 1

D 7 non-schedule

Supply of Modular Conferance Table 5400 x 2100 x750 (H)

BOQ INTERIOR, PAGE- 44

PROPOSED DISPENSARY AND B RANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST BENGAL

Table top 25mm thk pre=laminated particle board


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p p pfinished with 2mm edge lipping, Table top to supporton gable end and Modestry Panel, Raceway to beprovided for wire management, 9 nos. dummy flip upto be provided. each 100,400.00 1

D 8 non-

schedule

Chairs: Contact- Value HB- High Mesh back chair with

co-active synchro gaslift & one way adjustable arms,PU 5 Pronge base with twin wheel castors. (ofFeatherlite) each 6,080.00 10

D 9 non-schedule

Chairs: Advantage MBG PC 'C' Medium backpermanent contact R & T chair with gaslift & fixedarms, with twin wheel castors.. (of Featherlite) each 4,120.00 14

D 10 non-schedule

Chairs: Perfo 7- Tandem 3 seater without arm. (ofFeatherlite) each 7,000.00 33

D 11 non-schedule

Chairs: Contact- Value MB- Medium Mesh back chairwith co-active synchro gaslift & one way adjustablearms, PU 5 Pronge base with twin wheel castors . (ofFeatherlite) each 5,300.00 39

D 12 non-schedule Sofa Model MFA, Set of 3 +1+1, Stylespa make. each 49,600.00 1

D 13 non-schedule Sofa Model MFA, 2 seater, Stylespa each 24,200.00 2

D 14 non-schedule

Center Table Model no 997067 (610 x 940mm),Stylespa. each 10,200.00 4

D 15 non-schedule Supply Bed, Trinidad 900 x 2000, Stylespa. each 15,500.00 7

D 16 non-schedule

Supply Trinidad Bed side unit, Stylespa. each 2,700.00 7D 17 non-schedule Supply Trinidad dressing table unit, Stylespa each 9,015.00 2

D 18 non-schedule Supply Trinidad stool of Stylespa. each 4,500.00 2

D 19 non-schedule Supply Trinidad 3 door wardrobe, Stylespa. each 38,300.00 1

D 20 non-schedule Supply Trinidad 2 door wardrobe, Stylespa. each 25,700.00 2

D 21 non-schedule Supply Coir foam Matress, 5" (900 x 2000) each 4,800.00 7

D 22non-

schedule Supply Set of one bed sheet, bed cover, one pillowwith cover. each 1,200.00 14


PROPOSED DISPENSARY AND BRA NCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) WEST B ENGAL

D 23 non- Supply Dining table set of Glass top table and 6 chairs


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schedule of teak wood , OTOBI make each 63,000.00 1D 24 non-

schedule Supply Washable Door Mat (450 x 2000) each 500.00 5D 25 non-

schedule Supply SONY Bravia LCD TV of 32" each 45,000.00 3

D 26 non-schedule Supply hospital semi fowler bed each 15,040.00 18D 27 non-

scheduleSupply 2.0TR Splt AC including all taxes & delivery

each 49,600.00 10D 28 non-


each 40,600.00 9D 29 non-


36,100.00 10D 30 non-

schedule Extra for additional copper piping for 2.0TR Split AC RMT 600.00 20D 31 non-

scheduleExtra for additional copper piping for 1.5/1.0 TR Split

AC RMT 540.00 30D 32 non-

scheduleCondensate PVC drain water pipe

RMT 100.00 80

TOTAL : -Rs.




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AMOUNT NDSR

249660.00

95850.00

47493.00

26200.00

78700.00

43840.00

BOQ INTERIOR, PAGE - 47

PROPOSED DISPENSARY AND BRANCH OFFICE FOR E.S.I.C AT SILIGURI ( MATIGARA ) W EST BENGAL


48/49

100400.00

60800.00

57680.00

231000.00

206700.00

49600.00

48400.00

40800.00

108500.00

18900.00

18030.00

9000.00

38300.00

51400.00

33600.00

16800.00




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63000.00

2500.00

135000.00

270720.00

496000.00

365400.00

361000.00

12000.00

16200.00

8000.00

3,361,473.00Rs.


Documents

Estimate Bore Water Drain