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Sl. No CODE NO. Description of Items Unit Rate (DSR) Rate (Non-DSR) Quantity Amount (DSR) Amount (Non-DSR) A 1.0 SUBHEAD NO. 1 : EARTHWORK A 1.01 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto any lead outside the periphery of the area cleared by all means. Per 100 Sqm 263.90 49.20 12983.88 A 1.02 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm. On plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavbated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil cum 103.40 2830.00 292622.00 1.03 2.33.1 Felling trees of the girt (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable materials and disposal of unserviceable materials: beyond 30cm girth upto and including 60cm girth. each 81.70 2.00 163.40 A 1.04 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 M. and lift up to 1.5 M. cum 45.70 2244.00 102550.80 A 1.05 2.20 Opening timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) 2.20.2 Depth exceeding 1.5 m but not exceeding 3 m Sqm 36.70 900.00 33030.00 A 1.06 2.27 Supplying and filling in plinth with Fine/ river/ local approved sand under floors including, watering, ramming consolidating and dressing complete cum 301.50 947.00 285520.50 A. CIVIL WORKS: Civil : Page-1
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  • Sl. No CODE NO. Description of Items Unit

    Rate(DSR)

    Rate(Non-DSR) Quantity

    Amount(DSR)

    Amount(Non-DSR)

    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.

    Per 100 Sqm 263.90 49.20 12983.88

    A 1.02 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 dressing of sidesand ramming of bottoms, lift up to 1.5 m includinggetting out the excavated soil and disposal ofsurplus excavbated soil as directed, within a leadof 50 m.

    2.8.1 All kinds of soil cum 103.40 2830.00 292622.001.03 2.33.1 Felling trees of the girt (measured at a height of

    1m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable materials and disposal of unserviceable materials: beyond 30cm girth upto and including 60cm girth. each 81.70 2.00 163.40

    A 1.04 2.25 Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layersnot exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering lead upto 50 M. and lift up to 1.5 M. cum 45.70 2244.00 102550.80

    A 1.05 2.20 Opening timbering in trenches including struttingand shoring complete (measurements to be takenof the face area timbered)

    2.20.2 Depth exceeding 1.5 m but not exceeding 3 m Sqm 36.70 900.00 33030.00A 1.06 2.27 Supplying and filling in plinth with Fine/ river/ local

    approved sand under floors including, watering,ramming consolidating and dressing complete cum 301.50 947.00 285520.50

    A. CIVIL WORKS:

    Civil : Page-1

  • Sl. No CODE NO. Description of Items Unit

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    A 1.07 2.34 Supplying chemical emulsion in sealed containersincluding delivery as specified

    2.34.1 Chlorpyriphos / Lindane emulsifiable concentrateof 20% Litre 174.30 1508.00 262844.40

    A 1.08 2.35 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti termite treatmentexcluding the cost of chemical emulsion)

    2.35.1 Along external wall where the apron is not providedusing chemical emulsion @ 7.5 litres / sqm of thevertical surface of the substructure to a depth of300 mm including excavation channel along wthewall & rodding etc. complete.

    2.35.1.1 With chlorphriphos lindane E.C. 20% with 1%concentration sqm 6.75 57.00 384.75

    A 1.09 2.35.2 Along the external wall below concrete or masonryapron using chemical emulsion @ 2.25 litres perlinear metre including drilling and plugging holesetc.

    2.35.2.1 With chlorphriphos lindane E.C. 20% with 1%concentration sqm 10.45 64.00 668.80

    A 1.10 2.35.3 Treatment of soil under existing floors usingchemical emulsion @ one litre per hole, 300 mmapart 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 2715.00 132220.50

    A 1.11 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 notexceed

    2.10.1 All kinds of soil2.10.1.1 Pipes cables etc. not exceeding 80 mm dia metre 70.45 25.00 1761.252.10.1.2 Pipes cables etc. exceeding 80 mm dia bot not

    exceeding 300 mm dia metre 115.05 278.00 31983.90

    Civil : Page-2

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    A 1.12 1.1 Carriage of material by mechanical transportincluding loading, unloading and stacking ( Therate will be applicable to net quantities afterdeduction of prescribed percentage for voidsmentioned in the specification under sub head "Carriage of Materials

    1.1.2 Earth (upto 1km.) cum 49.42 339.00 16753.38Sub Head Total Rs. 1,173,487.56 Rs. - Cost after index Rs. 2,030,133.48

    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 centering andshuttering - All work upto plinth level

    a 4.1.3 1:2:4 (1 cement : 1 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 3257.45 120.00 390894.00

    b 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40 mm nominal size) cum 2713.05 95.77 259828.80

    c 4.1.9 1:4:8 (1 cement : 4 fine sand : 8 graded stoneaggregate 40 mm nominal size) cum 2296.15 117.33 269407.28

    d 4.1.10 1:5:10 (1 cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) cum 2237.75 187.00 418459.25

    A 2.02 4.10 Prov. & laying DPC 40 mm th. With CC 1:2:4 (1Cement : 2 Coarse Sand : 4 Graded Stone agg12.5 mm nominal size). sqm 144.15 151.00 21766.65

    A 2.03 4.13 Applying a coat of residual petroleum bitumen ofpenetration 80/100 of approved quality using 1.7kg per sqm on damp proof course after cleaningthe surface with brushes and finally with a piece ofcloth lightly soaked in Kerosene oil sqm 58.60 151.00 8848.60

    A 2.04 4.12 Extra for providing and mixing water proofingmaterial in cement concrete work @ 1Kg / 50 Kg ofcement

    per bag of 50 Kg

    of ceme

    nt 27.45 47.00 1290.15

    Civil : Page-3

  • Sl. No CODE NO. Description of Items Unit

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    A 2.05 4.17 Making plinth protection 50mm thick of cementconcrete 1:3:6 (1 cement : 3coarse sand : 6graded stone aggregate 20mm nominal size) over75mm bed of dry brick ballast 40mm nominal sizewell rammed and consolidated and grouted withfine sand including finishing the top smooth sqm 222.65 96.00 21374.40Sub Head Total 0.00 Rs. 1,391,869.13 Rs. - Cost after index Rs. 2,407,933.59

    A 3.0 SUBHEAD NO. 3 : REINFORCED CEMENT CONCRETE WORKA 3.01 5.1 Providing and laying in position specified grade of

    reinforced cement concrete excluding the cost of centering swhuttering finishing and reinforcement - All work up to plinth level :

    5.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 3359.60 265.00 890294.00

    A 3.02 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 ofconcrete to sit of laying but excluding the cost ofcentring, shuttering, finishing and reinforcementincluding Admixtures in recommended proportions.as per IS 9103 to accelerate, retard setting ofconcrete, improve workability without impairingstrength and durability as per direction of Engineer-in-charge - M-25 grade reinforced cementconcrete.by using 410 Kg of cement per Cum ofconcrete. All work up to plinth level. cum 4147.40 818.00 3392573.20

    Civil : Page-4

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    A 3.03 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 ofconcrete to sit of laying but excluding the cost ofcentring, shuttering, finishing and reinforcementincluding Admixtures in recommended proportions.as per IS 9103 to accelerate, retard setting ofconcrete, improve workability without impairingstrength and durability as per direction of Engineer-in-charge - M-25 grade reinforced cementconcrete.by using 410 Kg of cement per Cum ofconcrete. All work from plinth level to floor V level cum 4147.40 1360.00 5640464.00

    A 3.04 5.9 Centering and shuttering including strutting,propoing etc. and removal of form for

    a 5.9.1 Foundations, footings, bases of columns etc. formass concrete sqm 119.25 1128.00 134514.00

    b 5.9.2 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. sqm 180.40 121.00 21828.40

    c 5.9.3 Suspended floors, Roofs, landings, balcony andaccess platform sqm 187.35 3343.00 626311.05

    d 5.9.5 Lintels, beams, plinth beams, girders, bressumersand cantilevers sqm 162.65 4494.00 730949.10

    e 5.9.6 Columns, pillars, piers, abutments, post & struts sqm 238.40 2120.00 505408.00f 5.9.7 Staircase (excluding landing) except spiral

    staircase sqm 204.00 337.00 68748.00g 5.9.16.1 Edge of slabs and breaks in floors and walls under

    20 cms wide metre 61.10 602.00 36782.20h 5.9.19 Weather sheds, chajja, corbels etc. including

    edges sqm 258.60 429.00 110939.40j 5.9.4 Shelves (cast in situ) sqm 187.35 36.00 6744.60

    A 3.05 5.11 Extra for additional height in centering andshuttering wherever required with adequatebracing , propping etc including cost of de-shuttering and de-centring at all levels , over aheight of 3.5m for every additional height of 1m orpart thereof (plan area to be measured)

    Civil : Page-5

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    5.11.1 Suspended floors, roofs, landings, beams &balconies (plan area to be measured) sqm 106.20 3546.00 376585.20

    A 3.06 5.22 Reinforcement for RCC work includingstraightening, cutting, bending, placing in positionand binding all complete upto plinth level.

    5.22.6 Thermo - Mechanically Treated bars. kg 42.70 127403.00 5440108.105.22.1 Mild steel and Medium Tensile steel bars kg 41.50 5200.00 215800.005.22.2 Hard drawn steel wire kg 41.50 500.00 20750.00

    A 3.07 5.22A Reinforcement for RCC work includingstraightening, cutting, bending, placing in positionand binding all complete, above plinth

    5.22.6 Thermo - Mechanically Treated bars. kg 42.70 225071.00 9610531.705.22.1 Mild steel and Medium Tensile steel bars kg 41.50 700.00 29050.00

    A 3.08 5.16 Providing , hoisting and fixing upto floor five levelpre 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 expos cum 6840.10 11.00 75241.10

    Sub Head Total Rs. 27,933,622.05 Rs. - Cost after index Rs. 48,325,166.15

    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 2121.75 258.00 547411.50

    A 4.02 6.4 Brick work with F.P.S. bricks of class designation75 in superstructure above plinth level up to floor Vlevel in all shapes and sizes in :

    6.4.2 Cement morter 1:6 (1 cement : 6 coarse sand) cum 2430.25 643.00 1562650.75A 4.03 6.12 Half brick masonry with FPS brick of class

    designation 75 in foundations and plinth in.6.12.2 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 270.35 60.00 16221.00

    A 4.04 6.13 Half brick masonry with bricks of class designation75 in super structure above plinth level upto floor Vlevel:

    6.13.2 cement mortar 1 :4 (1 cement: 4 coarse sand) sqm 302.80 2184.00 661315.20

    Civil : Page-6

  • Sl. No CODE NO. Description of Items Unit

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    A 4.05 6.15 Extra for providing and placing in position 2 Nos.6mm dia. MS bars at every third course of halfbrick masonry ( with FPS bricks) sqm 47.80 59.00 2820.20Sub Head Total Rs. 2,790,418.65 Rs. - Cost after index Rs. 4,827,424.26

    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 and fixed in position:

    9.1.2 Sal wood cum 30511.90 2.50 76279.75A 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

    9.21.1 35 mm thick incl.ISI marked stainless steel butthinges with necessary screws sqm 929.95 27.00 25108.65

    A 5.03 9.23 Extra for providing lipping with 2nd class teak woodbattens 25 mm minimum depth on all edges ofshutters (over all area of door shutter to bemeasured) over item no. 9.20 and 9.21 sqm 284.55 27.00 7682.85

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

    9.48.2 Fixed to openings /wooden frames with rawl plugsscrews etc. Kg. 64.40 14390.00 926716.00

    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 62.20 105.00 6531.00

    Civil : Page-7

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    A 5.06 9.101 Providing and fixing aluminium hanging floor doorstopper ISI marked anodised (anodic coating notless than grade AC 10 as per IS :1868) transparentor dyed to required color and shade with necessary screws etc. complete:

    9.101.2 Twin rubber stopper. each 53.90 50.00 2695.00A 5.07 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 forglass panes excluding portion inside rebate shallbe measured) sqm 10.45 450.00 4702.50

    A 5.08 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 forpanels and conforming to IS : 14856 - 2000including fixing to frames. sqm 1363.10 80.00 109048.00

    A 5.09 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) orequivalent each 911.10 21.00 19133.10

    A 5.10 Non Sch Providing and fixing STAINLESS STEEL cyledricallock without key of Godrej make or equivallentincluding and necessary fittings , fixtures, labouretc. complete each 800.00 3.00 2400.00

    Civil : Page-8

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    A 5.11 Non Sch Providing and fixing STAINLESS STEEL cyledricallock with key of Godrej make or equivallentincluding and necessary fittings , fixtures, labouretc. complete (Master key to be provided ifrequired) each 950.00 50.00 47500.00

    Sub Head Total Rs. 1,177,896.85 Rs. 49,900.00 Cost after index Rs. 2,037,761.55

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

    vertical channels 20X10X2 mm and braced withflat iron diagonals 20X5 mm size with top & bottmrail of T iron 40 X40 X6 mm with 40 mm dia , steelpullys complete with bolts , nuts , lockingarrangements , stoppers , handles , includingapplying of priming coats of approved steel primer.

    sqm 2592.70 7.00 18148.90A 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 standard designcomplete.. each 75.20 250.00 18800.00

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

    10.26.2 ERW tubes 40mm nominal dia Kg 111.50 298.00 33227.00A 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 cases including use of chequered plate wherever required, all complete. kg 48.95 100.00 4895.00

    b 10.25.2 a) In gratings, frames, guard bar , ladder, railings ,brackets , gates , grill & similar works Kg 51.20 1010.00 51712.00

    Civil : Page-9

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    A 6.05 10.2 Structural steel work riveted, bolted or welded inbuiltup sections, truss and frame work, includingcutting hoisting, fixing in position and applying apriming coat of approved steel primer all complete.

    kg 46.35 12850.00 595597.50A 6.06 non-

    scheduleSteel work in built up M.S tube (as per IS1161)works including cutting, hoisting, fixing inposition, welding, bolting including applying a coatof steel primer complete. kg 90.00 15200.00 1368000.00

    A 6.07 10.6.1 Supplying and fixing rolling shutters of approvedmake, made of required size M.S. laths interlockedtogether through their entire length and jointedtogether at the end by end locks mounted onspecially designed pipe shaft with brackets, sideguides and arrangements for inside and outsidelocking with push and pull operation completeincluding the cost of providing and fixing necessary27.5 cm long wire springs grade No. 2 and M.S.top cover of required thickness for rolling shutters.

    80 x 1.25 mm M.S. laths with 1.25 mm thick topcover sqm 1208.00 54.00 65232.00

    A 6.08 10.7 Providing and fixing ball bearing for rolling shutterseach 356.50 12.00 4278.00

    A 6.09 10.9 Extra for providing grilled rolling shuttersmanufactured out of 8 mm dia M.S. bar instead oflaths as per design approved by Engineer-in-charge. (area of grill to be measured) sqm 214.90 15.00 3223.50

    A 6.10 10.8.1 Extra for providing mechanical device chain andcrank operation for operating rolling shuttersExceeding 10.00 sqm and upto 16.80 sqm in thearea sqm 480.30 54.00 25936.20

    Civil : Page-10

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    A 6.11 Non Schedule

    Supply, fabrication and instalation of stainless steel railing (of 304 grage) fabricated with standard tube,piles, solid section of stainless steel, welded andgrinded, with smooth bend and curve at turning asper design, polishing complete to give finishedlook, fixing with base slab/ concrete or side wall/RCC by suitable fastner complete as perinstruction of EIC. Kg 850.00 849.00 721650.00Sub Head Total Rs. 821,050.10 Rs. 2,089,650.00 Cost after index Rs. 1,420,416.67

    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 make inall colours, shades except burgandy, bottle green,black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointing with grey cement [email protected] 3.3 Kg/sqm including pointing in white cementmixed with pigment of matching shade complete. sqm 556.60 1587.00 883324.20

    A 7.02 Non Schedule

    Providing and laying matt finished rectified glazedceramic floor tiles 400 X 400 mm or more(thickness to be specified by manufacturer) of 1stquality conforming to IS : 15622 of approved makein all colours, shades, except White, Ivory , Grey,Fume Red Brown laid on 20 mm thick cementmortar 1:4 (1 cement : 4 coarse sand) includinggrouting the joints with White cement andmatching Pigments etc. complete. sqm 1000.00 520.00 520000.00

    Civil : Page-11

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    A 7.03 11.41 Providing and laying polished vitrified floor tiles indifferent 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 mm thickcement motar 1:4 ( 1 cement : 4 coarse sand)including grouting the joints with white cement andmatching pigments etc. complete.

    a 11.41.2 Size of Tile 60X60 cm sqm 1031.86 1663.00 1715983.1811.41.4 Size of tile 100 x 100 cm sqm 1733.05 229.00 396868.45

    A 7.04 Non Schedule

    Providing and laying polished vitrified tiles dado/facia in different sizes (thicknes to be specified bythe manufacturer) with water absorption's less than0.08% and conformin to IS : 15622 of approvedmake in all colours and shake, laid on 12 mm thickcement mortar of 1:3 and jointing with grey cementslurry including pointing in white cement mixed withpigment of matching shade complete.Size of tile 100 x 100 cm sqm 2500.00 131.00 327500.00

    A 7.05 11.42 Deduct for not using 20 mm thick cement mortar1:4 ( 1cement : 4 coarse sand) bedding in laying offloor tiles. sqm -233.95 1892.00 -442633.40

    A 7.06 11.43 Fixing glaze/ Ceramic/ Vitrified floor tiles withcement based high polymer modified quick - settile adhesive (water based) conforming to IS :15477, using 5 Kg. adhesive / sqm of tile area, inaverage 3 mm thickness. sqm 224.70 1892.00 425132.40

    A 7.07 11.21 Providing and fixing 10mm thick acid and or alkaliresistant tiles of approved make and colour usingacid and or alkali resisting mortar bedding andjoints filled with acid and or alkali resisting cementas per IS:4457 complete as per the direction of E-I-C.

    11.21.1.1 In flooring on a bed of 10mm thick mortar 1:4 (1acid proof cement: 4 coarse sand): Acid and alkaliresistant tile. sqm 873.00 200.00 174600.00

    Civil : Page-12

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    11.21.2.1 In dado/ skirting on 12mm thick mortar 1:4 (1 acidproof cement: 4 coarse sand): Acid and alkaliresistant tile. sqm 909.15 20.00 18183.00

    A 7.08 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 ofsteps etc. complete.

    11.3.1 40mm thick with 20mm nominal size stoneaggregates sqm 192.95 152.00 29328.40

    A 7.09 11.6 Cement plaster skirting & dado with cement mortar1:3 (1 cement:3 coarse sand) finished with afloating coat of neat cement

    11.6.1 18 mm thick sqm 168.50 42.00 7077.00A 7.10 11.5 62mm thick cement concrete flooring with concrete

    hardener topping under layer 50mm thick cementconcrete 1:2:4 and top layer 12mm thick cementhardener consisting of mix 1:2 (1 cement hardenermix :2 graded stone aggregade 6mm nominal size)by volume. Hardening compound is mixed @ 2 litreper 50kg of cement or as per manufacturersspecification. This includes cost of cement slurry,but excludes cost of nosing of steps etc complete.

    sqm 318.65 1070.00 340955.50A 7.11 8.5 Extra for providing opening of required size &

    shape for wash basins / kitchen sink in kitchen platform, vanity counters and similar location in marble / granite / stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete each 151.00 20.00 3020.00

    A 7.12 11.26 Kota stone slab flooring over 20 mm (average)thick base laid over and jointed with grey cementslurry mixed with pigment to match the shade ofthe slab including rubbing and polishing completewith base of cement mortar 1:4 (1 cement : 4coarse sand)

    11.26.1 25 mm thick sqm 694.40 191.00 132630.40

    Civil : Page-13

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    A 7.13 11.27 Kota stone slabs 25 mm thick in risers of steps,skirting, dado and pillars laid on 12 mm (average)thick cement mortar 1:3 (1 cement : 3 coarse sand)and jointed with grey cement slurry mixed withpigment to match the shade of slabs, includingrubbing and polishing complete sqm 676.75 125.00 84593.75

    A 7.14 11.3 Extra for pre finished nosing in trades of steps ofkota stone/ sand stone slab. metre 26.40 195.00 5148.00

    A 7.15 Non Schedule

    Granite stone slabs with hornned finish (of any colour and shade) 20mm thick in steps, risers,landing, skirting laid on 12mm (avg) thick cement mortar 1:3 ( 1 cement: 3 coarse sand) and jointed with white cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. sqm 2750.00 616.89 1696447.50

    A 7.16 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 ofrequiried size of approved shade, colour andtexture laid over 20 mm thick base cement mortar1:4 (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 give high glossfinish etc. complete at all levels.

    8.2.2 Granite of any colour and shade8.2.2.2 Area of slab over 0.50 sqm sqm 2543.65 300.00 763095.00

    A 7.17 8.4.1 Extra for fixing marble/ granite stone over andabove corresponding basic item, in facia and dropsof width upto 150mm with epoxy resin basedadhesive including cleaning etc. complete. metre 106.80 2400.00 256320.00

    A 7.18 8.3.1 Extra for providing edge moulding to 18mm thickmarble stone counters, vanities etc. includingmachine polishing to edge to give high gloss finishetc. complete as per design approved by E-I-C, -Granite Work. metre 97.60 300.00 29280.00

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    A 7.19 Non Schedule

    Pre-polishedGranite stone slabs (of any colour and shade) 18mm thick in floor laid on 12mm (avg) thick cement mortar 1:3 ( 1 cement: 3 coarse sand) and jointed with white cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. sqm 2350.00 50.00 117500.00

    A 7.20 non-schedule

    Providing and fixing 2mm thk homogeneous Polyvinyl chloride anti-static sheet (of Armstrong or equivalent make) in flooring and skirting in approved pattern on a smooth and damp proof base using rubber base adhesives of approved quality and manufacturer, complete as per instruction of E-i-c.2.0mm thick Tile. Sqm 1500.00 144.00 216000.00Sub Head Total Rs. 4,822,905.88 Rs. 2,877,447.50 Cost after index Rs. 8,343,627.17

    A 8.0 SUBHEAD NO. 8 : ROOFINGA 8.01 22.5. Providing and laying water proofing treatment in

    sunken portion of WCs, bathroom etc., by applyingcement slurry mixed with water proofing cementcompound consisting of applying : a) First layer ofslurry cement @ 0.488 kg/sqm mixed with waterproofing cement compound @ 0.253 kg/sqm. Thislayer will be allowed to air cure for 4 hours. b)Second layer of slurry of cement @ 0.242 kg/sqmmixed with water proofing cement compound @0.126 kg/sqm. This layer will be allowed to air to airto cure for 4 hoursfollowed with water curing for 48hours. The rate includes preparation of surface,treatment and sealing of all joints, corners,junctions of pipes and masonary with polymerslurry. sqm 143.85 309.20 44478.42

    A 8.02 22.7.1 Providing and laying integral cement based waterproofing treatment including preparation of surfaceas required for treatment of roofs, balconies,terraces etc. consisting of following operations.

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    a) Applying and grouting a slurry coat of neat cementusing 2.75 kg/sqm of cement admixed withproprietary water proofing compound conformingnto IS 2645 over the RCC slab including cleaningthe surface before treatment.

    b) Laying cement concrete using broken bricks /brick bats 25mm to 100mm size with 50% ofcement mortar 1:5 ( 1cement : 5 coarse sand)admixed with proprietary water proofing compoundconforming to IS: 2645 over 20mm thick layer ofcement mortar of mix 1:5 (1cement : 5 coarsesand) admixed with proprietary water proofingcompound conforming to IS: 2645 to requiredslope and treating similarly the adjoining walls upto300mm height including rounding of junctions ofwalls and slabs.

    c) After two days of proper curing applying a secondcoat of cement slurry admixed with proprietarywater proofing compound conforming to IS: 2645.

    d) Finishing the surface with 20mm thick jointlesscement mortar of mix 1:4 ( 1cement : 4 coarsesand) admixed with proprietary water proofingcompound conforming to IS: 2645 and finallyfinishing the surface with trowel with neat cementslurry and making of 300X300 mm square.

    e) The whole terrace so finished shall be flooded withwater for a minimum period of two weeks for curingand for final test. All above operations to be donein order and as directed and specified by theEngineer - in- charge.With average thickness of 120mm and minimumthickness at khurra as 65mmThe treatment is to be carried out by a specialisedagency with the approval of the Engineer and shallbe guaranteed fully effective for a minimum periodof 10 years.

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    Notwithstanding this, the responsibility ofeffectiveness of the treatment shall be fully,entirely and unqualifiecly be that of the maincontractor for the work. sqm 536.40 838.00 449503.20

    A 8.03 12.22 Making khuras 45x45cm with average minmumthickness of 5 cm cement concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate of 20mm nominal size) over PVC sheet 1m x 1m x400micron, finished with 12mm cement plaster 1:3(1cement:3coarse sand) and a coat of neat cementrounding of the edges and making and finishingthe outlet complete each 108.00 11.00 1188.00

    A 8.04 12.44 Providing and fixing to the inlet mouth of rain waterpipes cast iron grating 15 cm diametre andweighing not less than 440 grams. each 23.40 11.00 257.40

    A 8.05 12.40 Providing and fixing on wall face unplasticisedRigid PVC rain water pipes conforming to IS :13592 Type A including jointing with seal ringconforming to IS : 5382 leaving 10mm gap forthermal expansion.(i) Single socketed pipes

    12.40.2 110 mm diameter metre 163.40 180.00 29412.00A 8.06 12.42 Providing and fixing on wall face unplasticised -

    PVC moduled fittings/ acessories for unplasticisedRigid PVC rain water pipes conforming to IS :13592 Type A including jointing with seal ringconforming to IS : 5382 leaving 10mm gap forthermal expansi

    a 12.42.5 Bend 87.512.42.5.2 110 mm bend each 134.20 11.00 1476.20

    b 12.42.6 Shoe (Plain)12.42.6.2 110 mm each 263.10 11.00 2894.10

    c 12.42.3 Single tee with door12.42.3.2 110 x 110 x 110 mm each 260.70 11.00 2867.70

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    A 8.07 12.43 Providing and fixing unplasticised PVC pipe clipsof approved design to unplasticised PVC rain water pipes by means of 50 x 50 x 50 mm hard woodplugs screwed with MS screws of required lengthincluding cuting brick work and fixing in cementmortar 1:4 (1

    12.43.2 110 mm each 96.90 120.00 11628.00Sub Head Total Rs. 543,705.02 Rs. - Cost after index Rs. 940,609.68

    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 2725.00 198107.50A 9.02 13.5 15 mm cement plaster on the rough side of single

    of half brick wall of mix 13.5.2 1:6 (1 Cement : 6 coarse sand) sqm 84.55 3603.00 304633.65

    A 9.03 13.16 6 mm cement plaster of mix:13.16.1 1:3 ( 1 cement : 3 fine sand) sqm 62.15 3065.00 190489.75

    A 9.04 13.6 20mm cement plaster of mix:13.6.1 1:4 (1 cement : 4 coarse sand) sqm 118.25 2913.00 344462.25

    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 128.50 250.00 32125.00

    A 9.06 13.22 Extra for plastering exterior walls height more than10m from ground level for every additional heightof 3m or part there of. sqm 16.80 1308.00 21974.40

    A 9.07 13.42 Distermpering with 1st quality acrylic washabledistemper (ready mixed) of approved manufacturerand of required shade and colour complete as permanufacturer's specification

    13.42.1 Two or more coats on new work sqm 23.55 1243.00 29272.65A 9.08 13.47 Finishing walls with premium acrylic smooth

    exterior paint with silicone additivies of requiredshade

    13.47.1 New work (two or more coat applied @ 1.43 ltr/10sqm over and including base coat of water proofingcement paint applied @ 2.20 kg/10 sqm sqm 60.10 2873.00 172667.30

    A 9.09 13.50 Applying priming coat:

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    a 13.50.1 With ready mixed pink or grey primer of approvedbrand and manufacture on wood work (Hard andsoft wood). sqm 16.55 65.00 1075.75

    b 13.50.3 With ready mixed red oxide zinc chromate primerof approved brand and manufacture on steelgalvanised iron/steel works sqm 12.65 800.00 10120.00

    A 9.10 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 33.25 865.00 28761.25A 9.11 non-

    scheduleProviding and applying White cement base putty,thickness not more than 2mm (Birla wallcare wallputty/ JK wall putty) over plastered surface toprepare the surface even and smooth complete. sqm 86.00 10361.20 891063.20

    A 9.12 13.37 White washing with lime to give an even shade 13.37.1 New work (three or more coats) sqm 6.75 120.00 810.00

    A 9.13 13.60 Wall painting with plastic emulsion paint ofapproved brand and manufacture to give an evenshade:

    13.60.1 Two or more coats on new work sqm 40.05 9751.20 390535.56A 9.14 Non

    ScheduleFinishing walls with Granules textured paint of Heritage surface textures. or equivallent of required shade sqm 353.80 50.00 17690.00

    A 9.15 Non Schedule

    Finishing walls with textured paint Perlina fine / Rustik regular / ornaplast/ perlina regular/ Rustik fine of Spectrum paints Pvt ltd. or equivallent of required shade & texture sqm 540.70 25.00 13517.50

    A 9.16 Non Schedule

    Providing and fixing 20mm x20mm (or simillar size) glass mosaic tiles of texture series of Italia or equivallent of approved colour and texture on wall facia etc. at any height including all materials and labours complete sqm 1400.00 250.00 350000.00Sub Head Total Rs. 1,725,035.06 Rs. 1,272,270.70 Cost after index Rs. 2,984,310.65

    A 10.00 SUBHEAD NO. 10 : ALUMINIUM WORK

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    A 10.01 Non sch Providing and fixing aluminium adjustable louvered window with 6mm thick. frosted glass, all exposed edge to be machine polished, outer/intermidiate frame 50x25 (2mm thk.) hollow Aluminium section (Indal/ Hindalco/ Jindal) confirming to IS:733 and IS:1285, Polyester powder coated aluminium (minimum thickness of plyester powder coating 50 micron), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastner including necessary filling up of gaps at junctions, at top, bottom and sides with required silicon compound etc, complete as per drawing and instruction of Engineer-In-Charge.

    sqm 2700.00 36.00 97200.00A 10.02 21.1 Providing and fixing aluminium work for doors,

    windows, ventilators and partitions with extruded built up standard tubular sections / appropriate Z sections and other sections of approved make conforming to IS : 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle.l Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately)

    21.1.1 For fixed portiona 21.1.1.3 Polyester powder coated aluminium (minimum

    thickness of plyester powder coating 50 micron) kg 312.4 9716.40 3035403.36

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    A 10.03 21.1.2 For shutters of doors windows & ventilators includisng providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately).

    21.1.2.3 Polyester powder coated aluminium (minimum thickness of plyester powder coating 50 micron) kg 332.85 13225.50 4402107.68

    A 10.04 non-schedule

    Providing and fixing 9 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12833 Grade L Type II, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P.Brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-chargePrelaminated particle board with decorative lamination on one side and balancing lamination on other sides. sqm 1200.00 80.00 96000.00

    A 10.05 21.4 Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer - in - charge.

    21.4.1 With stainless steel cover plate each 1733.5 63.00 109210.50A 10.06 Providing and fixing glazing in aluminium door

    window ventilator shutters and partitions etc. with PVC / neoprene gasket etc complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid

    21.3.1 With float glass panes of 4.0 mm thickness sqm 554.95 630.00 349618.5021.3.2 With float glass panes of 5.50 mm thickness sqm 673.55 179.00 120565.45

    A 10.07 Non sch Extra for providing coloured (Blue ) tinted float glass in place of clear 4mm glass sqm 125.00 450.00 56250.00

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    A 10.08 Non sch Providing and fixing stainless steel (SS 304 grade) door handle of approved quality with necessary stainless steel fixtures etc. to thedoor as per dierection of Enginner - in - charge complete

    a 25mm dia 300mm long in pairs each pair 2070.00 10.00 20700.00

    b 32mm dia 450mm long in pairs each pair 3000.00 6.00 18000.00

    A 10.09 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc. complete as per diorection of Engineer - in - charge

    21.12.3 Polyester power coated minimum thickness 50 micron aluminium tubular handle bar each 467.95 10.00 4679.50

    A 10.10 21.11 Providing and fixing stainless steel (SS 304 grade) 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 175.1 20.00 3502.00b 21.11.2 255 X 19 mm each 193.2 434.00 83848.80

    21.11.3 355 X 19 mm each 247.55 390.00 96544.50A 10.11 21.16 Providing fixing aluminium round shape handle of

    outer dia. 100 mm with SS screws etc. complete as per direction of Engineer - in - charge

    21.16.3 Polyester powder coated minimum thickness 50 micron aluminium each 52.3 10.00 523.00

    A 10.12 21.13 Providing and fixing 100 mm brass locks (bestmake of approved quality) for aluminium doorsincluding necessary cutting and making good etc.complete each 208.35 46.00 9584.10

    A 10.13 21.8 Filling the gap in between aluminium frame & adjacent RCC / Brick / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge. Complete

    21.8.1 Upto 5 mm depth and 5 mm width metre 58.85 1700.00 100045.00

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    A 10.14 Non sch Providing concealed type aluminium tower bolts for double shutter aluminium door. each 115.00 20.00 2300.00

    Sub Head Total Rs. 8,315,632.39 Rs. 290,450.00 Cost after index Rs. 14,386,044.03

    A 11.0 SUBHEAD NO. 11 : MISCA 11.01 Non sch Providing and fixing at all height false ceiling of

    approved design including suspension system of the manufacturer comprising of main runner, cross tee, hanger, perimeter trim etc as required. Work to be executed as per manufacturer's recommendation and instruction of engineer in charge including keeping necessary provisions/cutouts for electrical fittings, AC difusers, Fire detectors etc.as per design. 15mm thick Optra FG of Armstrong / Feinstratos VT-15 of AMF / Cosmos 68/N of OWA Everest, with 15mm wide microlook/simillar suspention system. sqm 1650.00 560.00 924000.00

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    A 11.02 Non sch Providing and fixing aluminium Structural glazing system with Single Glass of approved make having main frame of vertical of 100mm55mmx2mmthick and horizontal75mmx65x2mm made out of specially designed extruded aluminium sections to withstand wind pressure as per BIS code and fabricated, fixed at all levels, elevation and heights to the Masonry / RC walls with necessary clamps, brackets and anchor fasteners. All clamps and brackets shall be Mild Steel Hot dip galvanized minimum 80 microns thick and shall conform to IS: 4759-1996. The extruded aluminium section shall be anodised in approved colour with a anodic coating of minimum 15 microns.Extruded section shall be of 6063 T5 or T6 alloy conforming to ASTM B 221. Any other fastening straps, nuts, bolts, rivets, washers, etc. shall be in stainless steel SS 304 grade. All tapes shall be of Norton make. Vendor to prepare detailed shop drawings,/ fabrication drawings based on elevation / architectural drawings,with all details and submit to EPIL for obtaining necessary approval prior to commencement of work(Rate shall include cost of all materials,labours, instruments,tools,tackles,scaffolding, staging,protectives etc. as required)

    a For Vision Panel:( Without Glass) sqm 3242.00 100.00 324200.00b For Spandrel Panel with spandel

    insulation:(Without Glass) sqm 4000.00 10.00 40000.00c Extra for providing openable shutters for Doors,

    windows including all fittings and fixtures likefriction stay hinge of suitable size, handle etc. forwindows, floor spring, SS 'C' type handle, lockingarrangement for doors etc complete (withoutglass). sqm 1400.00 15.00 21000.00

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    d Rate for provide Fire stops at all floor levels. Rateincluding EPDM gaskets, open cell polyethylenebacker rods etc. The Structural glazing sealantshall be Dow Corning/GE/Mecoy and weathersealant shall be Dow Corning/GE/Mecoy. Allsealants shall be black in colour etc., complete allas directed.(for both type of glazing)FOR SOFFIT/ SILL LEVEL FLASHING rmt 855.00 5.00 4275.00

    e Providing 6 mm thick toughened EclipseAdvantage Blue/ green low E hard coated glassOF PELKINTON OR EQUIVALENT having LightTransmission 56 % , Reflectance 19% outside,Direct Solar Energy Transmittance - 35% , SolarHeat Gain Coefficient 0.45 Shading Coefficient 0.53 ,U Factor Air 3 W/m2k, Sound Insulation 31db outer lite). sqm 1950.00 110.00 214500.00

    A 11.03 non-schedule

    Design,fabrication, errection including preparationof shop drawings, material list, schedule of boltsand nuts, erection drawings, supply of all rawmaterials, fabrication of space frame tubularstructures with ERW tubes and cast iron nodesand steel column with ERW tubes, loading,transportating and delivery at site, erection of thespace frame structure along with steel columns,horizontal purlins of required size and anchoringthe structure with the foundation base and verticalconcrete / brick walls / support as per drawing atappropriate location, all steel members includingthe nodes to be coated with PU paint (, all worksas per specification and drawings inclusive oftools, tackles, labour, scaffolding etc. at any height, complete as per direction of Engineer in charge.

    a ERW tubes kg 83.00 50000.00 4150000.00b H.T. Bolts with nuts kg 150.00 2000.00 300000.00c MS round/ conical props kg 126.00 2500.00 315000.00d Forged nodes (75mm dia) each 350.00 100.00 35000.00e Forged nodes (100mm dia) each 1350.00 1200.00 1620000.00

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    f Forged nodes (180mm dia) each 3000.00 30.00 90000.00A 11.04 Non sch Design, supply and install Aluminium composite

    cladding of Alucobond/ Alstrong/Durabuilt orequivallent make Fabricated to flat, smooth curvedto required to shape as per requirement, In metalliccolours using prefabricated aluminium extrudedprofiles of Alloy 6063 T6 in chromatized finish towith stand the design wind pressure as per IS. Thefastening brackets of Aluminium / Hot dipgalvanized with SS 304 screws, fasteners andanchor bolts complete with nylon separators toprevent bi metallic contacts.Stiffner of 50 X 25tube shall be attached to the panel at the panelcentre with the help of two sided adhesive tapeand sealant. Minimum one stiffner per panel to beprovided if required. The 4mm thick ACP consistsof 0.5mm outer skin of aluminium with kynar 500based pvdf paint confirming to AAMA standard +3mm fire resistance Virgin core material + 0.5mmaluminium skin with service coat. The panelgrooves shall be designed to receive non staininggrade sealant of GE Make Silpruf Black / DOWcorning 789 Black and also at the end wall junction to prevent ACP panel deflection. The design shall

    accommodate the building movements, thermalexpansion and seismic movements. The nonvisible aluminium surfaces shall have minimumchromatizing treatment. The rate shall includes alldesign engineering & shop drawing for approval.The quoted rate includes all materials, aluminiumbase framing, all Taxes, duties, safetyconsideration during execution, scafolding, stagingat any height. 2950.00 1050.00 3097500.00

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    A 11.05 Non sch Providing, fitting & fixing precoloured 0.5mm TCT,high tensile STEEL strength of 550 Mpa yieldstrength (minimum), anti corrosive steel sheetscoated with hot dip coated with 150gram per sqmmass of alloy of Aluminium Zinc (AZ-150) (totalboth sides) conforming to ASTM A 792 M-02 / AS1397( 55% Aluminium, 43.5% Zinc, and 1.5%Silicon) and finished with super polyester coatingof 18-20 micron in approved colour over primercoat of 5 micron on top and 5-7 micron of servicecoat in grey colour over primer on back, havingKLT CRil HISPAN profile (of Colour Roof India Ltdor equivalent of Kirby Building Systems (I) ltd., orInterch Infrastructure Ltd., or Tata Bluescope) ofoverall width 1060mm and laqid width of 1000mmwith five crests of 35 +/-1 mm spaced at 250+/-2mm centers and with three small corrugation of8mm depth continuously spread over 55mm widthon each valley of the sheet, on steel structures complete withnecessary self drilling and self trapping screws/bolts and nuts, neoprene and limpet washers, with150mm end laps wherever required. The sheetmay required to fix on linear or curvilinear surface.The cost of structures like truss, purlins, rafters etcnot included in the item. sqm 700.00 1668.00 1167600.00

    A 11.06 Non sch Providing, fitting & fixing of plain formed accessories like ridges, gutters, flashings, etc. (of same material as mentioned in the previous item) having total girth up to 600mm as required as per either standard detail or as per special detail complete with all necessary supporting straps, joining materials, bolts, nuts, washers, sealing materials, including cutting holes, making drop ends, funnels etc in gutters etc as required and as directed by Engineer in Charge.Up to 600mm RMt 412.00 210.00 86520.00

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    A 11.07 Non Schedule

    Providing and fixing 10mm thk. Multi wall Poly carbonate sheet of approved colour (GE or equivalent make) fixed with fastening profiles of aluminium with all accessories, silicon sealent with all other necessary screw / screw cap and other consumables etc. as required at any height, the system to be completely water tight, complete as per instruction of Engineer in charge . sqm 3000.00 220.00 660000.00

    A 11.08 Non Schedule

    Providing and fixing MS sheet cover door for electrical / fire duct with Powder coated 16 SWG MS sheet with MS stiffners, ventilation slits at top and bottom, view panel of size 300-500mm wide and 500-750mm height of 4mm clear glass for each shutter. MS angle frame with 40x40x4mm angle duly painted and fixed with wall / duct. The edge of shutters to be bend to avoid ant sharp edge, including all fixtures like hinges, handles, lock etc. complete as per drawing and as per size of duct at site. sqm 2000.00 41.00 82000.00

    A 11.09 Non sch Water proofing treatment in Lower Gr FloorA Lower Gr Floor:a) Supply and application of acrylic coating with Sika

    top seal 107 of Sika India Pvt Ltd or equivallent.with a intermidiate layer of Sika Fab1 of SikaIndia Pvt Ltd or equivallent, on the preparedsurface of PCC by removing dust dart etc. andmaking the surface in surface saturated dry (SSD)condition.

    b) Providing a 25mm thick plaster with cement mortar(1cement : 2 sand : 4 stone stone chips 6mm dn)on the water proofing coating before fixing thereinforcements. The mortar to be prepared withintegral water proofing compound like Plastocreteplus or equivallent. The plaster to be done verycautiously to avoid any disruption of the waterproof coating.

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    c) Pressure grouting with Intraplast EP along withSika Latex of Sika India Pvt Ltd or equivallent. tothe RCC basement slab using 100mm long 15mmdia GI nozzle @ 1.5m c/c grid and at 2 to 2.5 Kg/sqcm pressure till refusal of slurry. Pressuregrouting to be done after 28 days curing of slab.Total application to be done through a approvedapplicator of Sika India Pvt Ltd or equivallent.

    sqm 740.00 125.00 92500.00B Lower Gr Floor wall :a) Supply and application of acrylic coating with Sika

    top seal 107 of Sika India Pvt Ltd or equivallent.with a intermidiate layer of Sika Fab1 of SikaIndia Pvt Ltd or equivallent, on the preparedsurface of out side face of RCC wall by removingdust dart etc. and making the surface in surfacesaturated dry (SSD) condition.

    b) Providing a 25 mm thick plaster with cementmortar (1:4) on the water proofing coating . Themortar to be prepared with integral water proofingcompound like Plastocrete plus or equivallent Theplaster to be done very cautiously to avoid anydisruption of the water proof coating.

    c) Pressure grouting with Intraplast EP along withSika Latex of Sika India Pvt Ltd or equivallent. tothe inside of RCC basement wall using 100mmlong 15mm dia GI nozzle @ 1.5m c/c grid and at 2to 2.5 Kg/ sqcm pressure till refusal of slurry.Pressure grouting to be done after 28 days curingof slab. Total application to be done through aapproved applicator of Sika India Pvt Ltd orequivallent. sqm 750.00 55.00 41250.00Sub Head Total Rs. - Rs. 13,265,345.00 Cost after index Rs. -

    A 12.00 SUBHEAD NO. 12 : ROAD WORKS

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    Amount(Non-DSR)

    A 12.01 16.1 Preparation and consolidation of sub grade withpower road roller of 8 to 12 tonne capacity afterexcavting earth to an average 22.5 cm depthdressing to camber and consolidating with roadroller including making good the undulations etc.and re-rolling the sub grade and disposal ofsurplus earth upto 50 metres. sqm 33.90 1053.00 35696.70

    A 12.02 16.61 Providing Retro -reflective regulatory sign board ofsize 900mm diameter made out of 2 mm thickaluminium sheet, face to be fully covered with highintensity encapsulated lens type retro - reflectivesheeting as approved by Engineer-in-charge.Letter, symbols, borders etc. will be as per IRC-67with the high intensity grade A. The aluminiumsheet to be riveted to M.S. frame of angle iron ofsize 40X40X4mm. The boards will be fixed to 1 No.50X50mm square post made of M.S. angle50X50X4m, 4m long welded to the frame withadequate anti-theft arrangement. Sheet work to bepainted with two or more coats of synthetic enamelpaint over an under coat (primer) and back side ofaluminium sheet to be painted with two or morecoats of epoxy paint including appropriate primingcoat complete in all respects as per direction ofEngineer - in - charge. sqm 4117.10 2.00 8234.20

    A 12.03 Non sch Providing and laying decorative interconnecting floor/Pavement tiles of approx. 25mm thick of approved colour, shed, pattern ( Wondercrete / Durocrete/ EUROCON / MULTYWIN/ AP Galaxy Brand) to be laid over base of 1:4 cement mortar.(1 cement:4 coarse sand) 25mm thk and jointed with white cement slurry mixed with pigments to match the shed of the tiles including rubbing and cleaning complete as required. sqm 1200.00 1463.00 1755600.00

    Civil : Page-30

  • Sl. No CODE NO. Description of Items Unit

    Rate(DSR)

    Rate(Non-DSR) Quantity

    Amount(DSR)

    Amount(Non-DSR)

    A 12.04 16.69 Providing and laying at or near ground level factory made kerb stone of M25 grade cement in position to the required line, level and curveture jointed with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves ( thic cum 4247.70 26.00 110440.20

    A 12.05 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 consolidation finishingand tamping complete cum 3638.55 125.00 454818.75Sub Head Total Rs. 609,189.85 Rs. 1,755,600.00

    Civil : Page-31


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