Package II Part I.1 Civil BOQ for Transit House Building

Package - II - Part -I Civil Works

Construction of Transit Hostel Building

SL. NO.

QUANTITY DESCRIPTION OF ITEM UNIT RATE (In Figures & in Words) AMOUNT

I.1 TRANSIT HOSTEL EARTH WORK

1 2560 Clearing Jungle including uprooting of rankvegetation, grass, brush wood, trees andsapplings of girth upto 30 cm measured at a heightof 1m above ground level and removal of rubbishupto a distance of 50m outside the periphery of thearea cleared. (Note: If however, only grass is metwith, the area will be measured and paid for, underas a separate item.)

Sq.M

2 Felling trees of the following girth (measured at aheight of 1M above ground level) including cuttingof trunks and branches removing the roots, fillingthe pit and depression, stacking of the serviceablematerials and disposal of unserviceable materialetc., as directed for:

a) 3 Felling Trees-beyond 30 cm upto including 60cmgirth

No

b) 3 Felling Trees-beyond 60 cm upto including 120cmgirth

No

c) 3 Felling Trees-beyond 120 cm upto including240cm girth

No

3 1325 Providing and injecting Chemical emulsion for PRE-CONSTRUCTIONAL Anti-termite treatment andcreating a chemical barrier on top surface of plinthfilling, junction of inside wall and floor, on top ofdamp proof course (DPC) or on masonry at thelevel of plinth filling as per IS 6313 (Part-II) - 1981using chemicals like chloropyripos emulsifiable(IS: 8944-1978) 20EC, mixed with water in 1:19ratio (i.e. 1 litre of chemical to 19 litres of water).The emulsion is spread at 5 lit/sqm on top surfaceof plinth filling, top of Damp proof course and at 1lit / linear meter along the junction of wall and floor,all as per specifications and directions. (Plintharea of the building at ground floor only shall bemeasured).

Sq.M

of 29



SL. NO.


4 Earthwork in excavation for FOUNDATIONTRENCHES in ALL KINDS OF SOILS includingdressing of sides, ramming of bottom anddisposing the surplus excavated materials within adistance of 50m and lift upto 1.50m complete asper specifications. (Disposed soil to be leveled bybreaking clods if any and neatly dressed).

885 Depth upto 1.5m Cu.M

5 253 Earthwork in excavation for FOUNDATIONTRENCHES in ROCKS, OTHER THAN HARDROCKS (ORDINARY ROCKS) either by manuallabour or by muffled blasting upto a depth notexceeding 1.5m including stacking or disposingthe excavated materials, lead upto 50m and liftupto 1.50m etc., complete all as per specificationsand directions of Engineer-in-Charge.

Cu.M

6 64 Earthwork in excavation for FOUNDATIONTRENCHES in HARD ROCK by muffled blastingupto an initial depth not exceeding 1.5m includingstacking or disposing the excavated materials

Cu.M

stacking or disposing the excavated materials,lead upto 50m and lift upto 1.50m etc., completeall as per specifications and directions of Engineer-in-Charge.

7 64 Earthwork in excavation for FOUNDATIONTRENCHES in HARD ROCK by chiselling upto adepth not exceeding 1.5m including stacking ordisposing the excavated materials, lead upto 50mand lift upto 1.50m etc., complete all as perspecifications and directions of Engineer-in-Charge.

Cu.M

8 3920 Filling available excavated approved earth(excluding rock) in trenches, sides of foundations,plinth, etc, in layers not exceeding 15cms depthbreaking clods, consolidating each deposited layerby ramming, watering and dressing, etc., completefor lead upto 50m and all lifts etc., complete as perspecifications.

Cu.M

of 29



SL. NO.


MASONRY9 Providing and constructing Solid Cement Concrete

Block masonry in cement mortar 1:6 (1 Cement : 6Coarse sand) using factory made, load bearing,approved quality Cement Concrete blocks ofspecified size, Grade D (4.0), Density of blocksnot less than 1800 kg/cum. Minimum averageCompressive strength of units - 4.0 N/sqmm andMinimum strength of individual units 3.2 N/sqmm,setting in position, curing, raking out jointswherever required etc., complete with all leads andall as per specifications and directions of theEngineer-in-charge. IN FOUNDATION ANDPLINTH

200 For 200mm thick walls using (400 x 200 x 200)mm size blocks.

Cu.M

10 Providing and constructing Solid Cement ConcreteBlock masonry in cement mortar 1:6 (1 Cement : 6Coarse sand) using factory made, load bearing,approved quality, Grade D (4.0), Density of blocksnot less than 1800 kg/cum. Minimum averageCompressive strength of units - 4.0 N/sqmm andMinimum strength of individual units 3.2 N/sqmm,set to level plumb including setting in position,providing scaffolding, curing, raking out jointswherever required etc., complete with all leads andall as per specifications and directions of theEngineer-in-charge. IN SUPER STRUCTUREUPTO ALL HEIGHTS.

371 For 200mm thick walls using (400 x 200 x 200)mm size blocks.

Cu.M

11 Providing and constructing Solid Cement ConcreteBlock masonry in cement mortar 1:4 (1 Cement : 4Coarse sand) using factory made, load bearingapproved Cement concrete blocks of specifiedsize, Grade D (4.0), Density of blocks less than1800 kg/cum, Minimum average Compressivestrength of units - 4.0 N/sqmm and Minimumstrength of individual units 3.2 N/sqmm, set tolevel, plumb, setting in position, providingscaffolding, curing, raking out joints whereverrequired etc., complete with all leads and all as perspecifications and directions of the Engineer-in-charge. IN SUPER STRUCTURE UPTO ALLHEIGHTS.

of 29



SL. NO.


120 For 100mm thick partition walls without RCCstiffener using (400 x 100 x 200) mm size blocks.

Sq.M

PLAIN CEMENT CONCRETE12 Providing and laying cement concrete using 40mm

nominal size graded hard granite stone aggregateobtained from approved quarry includingcompaction, finishing top surface to level, curingbut excluding cost of formwork, etc., complete asper specifications. Mix ratio specified is for(cement: coarse sand: graded stone aggregate).

a) 72 In foundations with PCC 1:5:10 Cu.M

b) 218 In sub-base to floors & Hardstand with PCC 1:5:10 Cu.M

13 Providing and laying cement concrete usinggraded hard granite stone aggregate of 20mmnominal size obtained from approved quarryincluding formwork, compaction, finishing, curing,etc., IN BED BLOCKS, SILL BLOCKS COPINGupto all heights complete all as per specifications.Mix ratio specified is for (cement: coarse sand:graded stone aggregate). The work includesproviding throating/ drip mould wherever requiredas per standard engineering practice of size not beless than 40mm x 15mm. The rate is inclusive formaking drip mould and no extra cost shall be paidfor.

a) 10 In coping with P.C.C (1:3:6) Cu.M

b) 1 In window cills with P.C.C (1:3:6) Cu.M

of 29



SL. NO.


c) 0.5 In blocks for fencing posts with P.C.C (1:2:4) Cu.M

REINFORCED CEMENT CONCRETE14 Providing & laying in position machine batched,

machine mixed and machine vibrated design mixcement concrete / RMC of specified grade forreinforced cement concrete structural elements,using graded hard granite stone aggregates ofmaximum 20mm nominal (down graded) sizeobtained from approved quarry including fineaggregates conforming to latest IS 383 andcement all as per approved design mix proportionsconforming to latest IS 10262 with minimumcement content for durability including supplyingand providing concrete cover blocks etc., whichshall be followed as per latest IS 456-2000including mixing, transporting, placing vibrating,compaction, finishing to required levels, curingetc., complete all as per specifications butexcluding cost of formwork and steelreinforcement.Rate to include labour for keeping embedments ifany wherever required while casting Rate also toany wherever required while casting. Rate also toinclude lift charges and scaffolding for heights,depths and levels from FFL/GL. (The design mixproportions shall clearly indicate cement: fineaggregate: coarse aggregate: water cement ratioand approval shall be obtained from Engineer-in-charge for initial and subsequent mixes as andwhen there will be change in quarry/materials forM-25 grade reinforced cement concrete, etc., allwork upto plinth level.

a) 374 Footings Cu.M

b) 11 Pedestals Cu.M

c) 163 Plinth beams Cu.M

of 29



SL. NO.


d) 5 Columns Cu.M

15 Providing & laying in position machine batched,machine mixed and machine vibrated design mixcement concrete / RMC of specified grade forreinforced cement concrete structural elements,using graded hard granite stone aggregates ofmaximum 20mm nominal (down graded) sizeobtained from approved quarry including fineaggregates conforming to latest IS 383 andcement all as per approved design mix proportionsconforming to latest IS 10262 with minimumcement content for durability including supplyingand providing concrete cover blocks etc., whichshall be followed as per latest IS 456-2000including mixing, transportation, placing, vibrating,compaction, finishing to required levels, curingetc., complete all as per specifications butexcluding cost of formwork and steelreinforcement.Rate to include labour for keeping embedments ifany wherever required while casting. Rate also toinclude lift charges and scaffolding for heights,g g g ,depths and levels from FFL/GL. (The design mixproportions shall clearly indicate cement: fineaggregate: coarse aggregate: water cement rationand approval shall be obtained from Engineer-in-charge for initial and subsequent mixes as andwhen there will be change in quarry/materials forM-25 grade reinforced cement concrete, etc., allwork above plinth level upto all heights.

a) 96 Walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts andstruts, etc.,

Cu.M

b) 365 Beams, suspended floors, roofs having slope upto18 degree, landings, balconies, shelves, chajja,lintels, bands, plain windows sills, staircases andspiral staircases etc.,

Cu.M

16 Same as item no. 15 above but using M20 gradeof concrete.

16 Lintels & Staircases Cu.M

of 29



SL. NO.


17 Providing and fixing in position approved qualitypremoulded bitumen pads (expansion joints fillerboard conforming to IS 1838 Part-I 1983) ofspecified thickness in expansion joints of all RCCworks at all heights including applying necessarybitumen solution primer wherever required andfinishing the exposed ends with Shalikot/Expandexor equivalent sealing compound conforming to IS1834 -1961, Grade A, to make the joints watertight, complete all as per approved drawings,specificaitons and directions of Engineer-in-Charge

68 25mm thick bitumen pad Sq.M

18 190 Providing Polysulphide sealent in Expansion joints/ RCC slabs / Beams etc. The joints shall be ofsize 25mm wide & 10mm deep using sealent ofapproved make. The work shall be executedstrictly as per manufacturer's specifications etc.complete all as per directions of Engineer incharge at all Heights/ Levels.

RMT

FORM WORK19 39 Extra for shuttering in circular works Sq.M

20 Providing rigid and water tight centering andshuttering using best quality wood/ plywood /steelforms and centering with steel props, acro tubesetc., including strutting, propping, bracing, stagingetc., complete for all RCC items fixed in positionas required including labour for careful removal ofform work etc., complete all as per specificationsat all heights. In Horizatal / Vertical / slantingsurfaces.

a) 832 Foundations, footings, bases of columns, massconcreting, floorings, etc

Sq.M

b) 2430 Lintels, beams, plinth beams, girders, bressumersand cantilevers

Sq.M

of 29



SL. NO.


c) 1885 Suspended floors, roofs, landings, shelves andtheir supports, balconies and chajjas.

Sq.M

d) 1230 Columns, pillars, abutments, posts and struts. Sq.M

21 Extra for additional height in centering, shutteringwherever required with adequate bracing, proppingwith steel props, acrotubes etc., including cost ofdeshuttering and decentering at all levels, forsuspended floors, roofs, landings, beams andbalconies, etc., for NOTE: (1) Plan area to bemeasured (2) Floor height to be taken fromfinished floor level (3) This item is applicable onlyfor roof / high bay slabs and beams and notapplicable to other items such as columns, wallsetc.,

100 For all RCC items at 6.45m level over initial heightof 3.5Mtr

Sq.M

STEEL WORKSTEEL WORK22 Steel reinforcement for all RCC items including

decoiling, cutting, hooking, bending, cranking,fabricating to required shape, placing in positionand tying the system with soft drawn annealedbinding wire of diameter not less than 1.00mm with2 strands etc., complete all as per specifications atall heights (binding wire will not be measured for

112 With TMT 415 bars. M.T

23 Supplying, fabricating, assembling, hoisting /erecting and fixing in position at all heights andwith all leads, structural steel works of welded built-up sections, all as per structural drawings and asper detailed specifications (for materials andworkmanship) in the situations describedhereinafter includinga) Cutting of components to required lengths/widths and shapes/ profilesb) Smooth machining of edges/ facesc) Welding (electric arc welding) at joints of built-up sections/ single sections for required weldlengths and sizes and

of 29



SL. NO.


d) Painting all over with two coats of syntheticenamel paint of approved quality, make and colour/ shade over one coat of red oxide zinc chromateprimer with surfaces duly pressed to receivepainting etc., complete all as directed by theEngineer-in-Charge.NOTE: The Contractor shall submit fabricationshop drawings for work involved based onconstruction drawings (that may be issued duringconstruction period) for approval by Engineer-in-charge. The fabrication work shall start only after approvalto the fabrication drawings. Any change requiredin the fabrication drawings shall be carried out atno extra cost over the quoted rates. Fabricationshall be in a perfectly workmanship like mannerand as provided in Section V and VI of IS 800 andIS 7215. Welding shall be carried out by qualifiedwelders.

Electrodes for welding, the procedure, selection,test and inspection shall conform to provisions inIS 816. IS 818, IS 822 and IS 833. Erection /hoisting shall commence only after passing offabricated parts by the Engineer-in-charge.

a) 0.77 Structural steel works with MS angles, Tees andother sections

M.T

b) 0.15 Structural steel works with medium class MS pipesof any diameter

M.T

24 Providing and fixing hand rail by welding etc., tosteel ladder railing, balcony railing and staircaserailing including applying a priming coat ofapproved (zinc chromate) steel primer etc., and asper specification above item

1188.00 M.S. Tubes (medium) : 40mm nominal bore Kgs

of 29



SL. NO.


FLOORINGS25 Providing and laying cement concrete in

pavements and ramps in panels not exceeding 10sqm per panel and plinth protection in panels notexceeding 3 sqm per panel using graded hardgranite stone aggregate including providingnecessary formwork, making 10mm wide groovesin panels for depth of 1/3rd of thickness ofpavement or 40mm whichever is more and fillingthe grooves with approved hot poured sealingcompound confirming to grade A or B of IS-1834,consolidation, curing and treatment for the top withbroom finish, etc., complete all as perspecifications, Mix ration specified is for (cement:coarse sand: graded stone aggregate).

25 Using 20mm nominal size aggregate In CC 1:3:6for Plinth protection

Cu.M

26 Providing plain cement mortar skirting 20mm thickin a mix of 1:3 including a base layer and finishedsmooth to required level and plumb at corners andat face in cement slurry mixed at the rate of 10Kgsper 10 Sqm inclusive of hand rubbing, curing, etc.,p q g, g, ,complete all as per specifications. ( Rate toinclude cost of chasing of walls whereverrequired).

66 In skirting 100mm high. Mtr.

27 Providing and laying Indian patent stone flooringwith cement concrete 1:2:4 (1cement: 2 coarsesand: 4 graded stone aggregate) using gradedgranite stone aggregate obtained from approvedquarry laid to level or slope in bays not exceeding3sqm per panel including providing 3mm thickaluminium dividing strips to the full depth of theflooring and finished smooth, curing, etc.,complete all as per specifications.

65 40mm thick (Using 20mm nominal size stoneaggregate)

Sq.M

of 29



SL. NO.


28 78 Providing and laying pre-polished decorativedesigner cement concrete tiles flooring ofthickness (22 +/- 2mm) of M/s. EUROCON tiles ofeuivalent conforming to IS 1237 - 1980 ofapproved tiles over a bed of 25mm thick cementmortar 1:6 with cement slurry at 3.3 kg/sqm jointedand pointed with matching grey / white cementslurry mixed with matching pigment and finishingto required level, curing, etc., complete all as permanufacturers specifications, drawing anddirection of Engineer in charge.

Sq.M

29 Providing and laying 18mm to 20mm thick mirrorpolished granite stone slab flooring of approvedcolour and shade using mirror polished granitestone slabs of size 1800mm x 1200mm / 1800mmx 2400mm and smaller sizes as per site condition(cut from the bigger sizes of mirror polished waterjet cut stone slab of approximate size 6.5ft x10.5ft) approved colour / texture and pattern ofRANDOM GRANITE SLABS, water cut quality,machine cut to required size, laid over a bed of20mm thick cement: mortar 1:6 and cement slurryat the rate of 4.4kg/sqm for bedding and jointingincluding grouting the joints pigments to match theshade of the slabs, finishing to required level andl i l i i t l t llslope, curing, cleaning, mopping, etc., complete all

as per specifications at all heights in all floors.

a) 38 18 to 20mm thick Polished granite for platform Sq.M

b) 6 Polished jet black granite stone flooring in risers ofsteps.

Sq.M

c) 20 Polished ruby red granite stone flooring in treadsof steps, not exceeding 300mm in width.

Sq.M

d) 58 Extra for nosing in granite stone for treads andplatform

Sq.M

of 29



SL. NO.


e) 10 Extra for providing opening of required size andshape for wash basins / kitchen sink in kitchenplatform, vanity counters and similar locations inmarble / stone work including necessary holes forpillar taps etc., including rubbing and polishing ofcut edges etc., complete per opening

Nos

30 Providing and laying vitrified ceramic tile flooring /skirting using approved quality vitrified ceramictiles of approved size and thickness according tosize manufactured by M/s. Johnsons Ceramic /Somani / Khajaria or equivalent make laying thetiles over a bed of 20mm thick cement mortar 1:3with cement slurry @ 3.3 Kg/sqm, jointed andpointed with matching grey / white cement slurrymixed with matching pigment and finishing torequired level, curing etc., as per manufacturer'sspecifications, drawings etc., at all heights for

a) 980 Tile size of 600 x 600mm of marble series forflooring

Sq.M

b) 17 Anti skid tiles of size 600 x 600mm for flooring Sq.M

c) 71 Tile size of 600 x 100mm of marble series forskirting

Sq.M

31 Providing and laying Ceramic tile flooring / dadoingof approve quality, size, colour and thicknessaccording to the dimensions of tiles and havingscratch hardness and other parameter conformingto IS 13630 ( Bell or Navin or spartek or Jhonsonor kajaria or somany or equivalent make) laid overa bed/backing as specified below, with cementslurry at 3.30 kg/sqm, close jointed and pointedwith matching white cement slurry mixed withapproved pigment and finishing to required level,curing etc., complete all as per specification andas directed by EIC at all floors.

of 29



SL. NO.


a) 161 In flooring with approved colour Matt finish / Anti-Skid premium floor tiles of size 300mm x 300mmas per IS 13755-1993 over bed/backing of 20mmthick in CM 1:4.

Sq.M

b) 445 In dado with approved colour wall tiles (Regular /plain or dark colour / glossy or mat series ) size300mm x 200mm as per IS 13753-1993 over abed/backing of 12mm thick in CM 1:3.

Sq.M

c) 7 In skirting with approved colour wall tiles (Regular/ plain or dark colour / glossy or mat series ) size300mm x 100mm as per IS 13753-1993 over abed/backing of 12mm thick in CM 1:3.

Sq.M

32 Providing and laying 20 to 30mm thick polishedKota stone slab flooring / skirting / dadoing / riser /tread using slabs, machine cut to required size,laid over a bed of 20mm thick cement mortar 1:4,and cement slurry at the rate of 4.4 kg/sqm forbedding and 2 kg/sqm for joints, close jointed andpointed with grey cement slurry mixed withpigments to match the shade of the slabs, finishingto required level and slope, curing, rubbing,to required level and slope, curing, rubbing,cleaning with oxalic acid and wax polishing etc;complete all as per specifications.

a) 40 In flooring Sq.M

b) 25 In Skirting 80mm high RMT

of 29



SL. NO.


33 Providing, fabricating and fixing in positionferrocement shelves thickness specified below asper detailed drawing. Slab made out of 10g x 10 gx 10cm x 10cm MS weldmesh placed and 26ghexagonal wire mesh on each side of weldmeshas reinforcement and cement mortar prepared ofcement and river sand seived through a sieve of2.36 aperture, shall be mixed dry in CM 1:2proportion by weight and after with a water cementratio of 0.48 including curing the same after 24houors for a period of 7 days using continuouswater spray complete with neat finishing in lineand level with even thickness including fixing inposition at all heights including cost of shuttering,mould, platform etc., complete as per the drawingsand directions of Engineer-in-Charge at all heights,at all floors.

106 25mm thick shelves Sq.M

WOOD WORK & JOINERY34 Providing and fixing M.S. grills of required pattern

in wooden / steel frames of windows, ventilators,clerestory windows, etc; with M.S. flats, square orround bars with round headed bolts and nuts or byscrews, etc., complete all as per drawings anddirections of Engineer-in-charge.

607 Plain grill ( With vertical, horizontal members or acombination of both)

Kgs

35 Providing seasoned teak wood (Ballarshad) ofclass specified below in frames of doors, windows,ventilators and other frames etc., wrought, framedand fixed in position with 40mm x 3mm and400mm long MS Hold fasts embedded in cementconcrete blocks of size 345/230/115mm x 230mmx 150mm in PCC 1:3:6 mix for wall locations.Further if the frames are butting to the RCC / PCCcolumns / mullions, 8mm dia anchor fastner shallbe provided instead of hold fasts or with MS bolts /Teak wood plugs and GI screws as requiredincluding tarring back of the frames, etc., completeall as per specifications

of 29



SL. NO.


4 Using First Class seasoned Teak wood(Ballarshad)

Cu.M

36 Providing and fixing at all heights/ in all floors withall leads coloured anodized aluminium doors/windows/ partitions manufactured from bestextruded Aluminium sections confirming to ISI, cutto length, joints mitred and corners grinded withjoints water proof the outer frame and shutterframe stiffened with corner angle strips or providedfor in the frame for fixing the frame to RCCcolumns/ masonry on sides, RCC lintels on topand PCC cills or floor at bottom, the frame workfixed with standard approved fastenings allgenerally as per details shown in drawings andspecifications with all the sections pretreated for removal of anyrust and prevention of further rust formation andcoated with greasy materials for non-adherence ofmortar or any other sticky materials and this coatto be removed after installations of the sub-dividing frames by tennoned and rivetted intoframes all aluminium surface be thoroughlycleaned free or rust scale or dirt and mill scale bypickling surface finished with anodized dull mattfinishing 15 MICRON thick including cost of pulland push plates andfixtures for hinged openings (arrangement withsteel bearings wherever necessary), cost of labourfor fixing of mortice lever locks, aluminiumhandles, door fittings like tower bolts etc., suppliedfree for fixing including screws/ bolts (or thesesmaterials measured separately elsewhere) whereshutters are involved etc., complete, cost ofproviding and fixing of glass of selected glazingquality of thickness and type of glass specifiedhereinafter or panel boards including nylon or PVCor rubber lining of approved quality woodengrounds, rubber gasketc, aluminium glazing clips,mastic etc.,and fixing with aluminium glazing clips and alsosnap-on type with holes as per drawing andspecifications provided for separately in the subitems following the main items of frame work forpartition and door shutters as below:NOTE: All fitting works shall be carried out as perIS specifications including necessary rivets,screws, lugs, scaffolding, etc., complete allgenerally as per drawings.

of 29



SL. NO.


The sizes of the components should confirm asper details in drawings.

a) 1640 Providing and fixing of coloured Anodisedaluminium (Matt finish) frame work (Horizontal andVerticals) for partitions Doors/ Windows withrequired sections of JINDAL/INDAL make orequivalent including all items and contingenciesdescribed above complete (Aluminium beadingsand glazing clips measured under this item only)

Kgs

b) 1422 Providing and fixing of frame work (Styles andrails) for Doors shutters/ window shutters withrequired sections of JINDAL/INDAL make orequivalent including providing all items and hinged/pivotes arrangements for operation of shutters andlabour cost for fixing of door fittings and locks(Which shall be free issues for fixing or paidseparately) etc., complete. (Aluminium beadingsand glazing clips measured under this item only).

Kgs

c) 231 Providing and fixing Glass panes of selectedglazing quality and thickness as specified belowincluding providing and fixing Nylon/ rubber/ PVClining of approved quality and fixing with aluminiumglazing clips/ Aluminium beadings (Supply cost ofl i i li / Al i i b di

Sq.M

aluminium clips/ Aluminium beadings aremeasured in items above for DOORS/ WINDOWS/ PARTITIONS etc., Using 4mm thick plain glass

d) 15 Providing and fixing 8mm thick etched glass formain door including all necessary fixtures etc.,complete.

Sq.M

37 50 Supplying of factory made composite door shutterwith frame and single shutter manufactured byM/s. Fimen Fibre Products Pvt. Ltd. Or equivalentwith door frame of size 70x50mm. The doorshutter shall be of rigid G.R.P. sandwich compostestructure of 26mm thick (minimum) laminated onall sides with G.R.P. skin fabricated using U.V.stabilized Isopthalic gel coat and one layer of 450GSM E glass chopped strand mat (CSM)impregnated with polyster resin. The thickness ofskins shall not be less than 1.5mm

Sq.M

of 29



SL. NO.


Expanded polysterene structural foam panel ofdensity 20kg/cum shall be used as core materialfor the whole areas of door except the woodenframe structure. The wooden reinforcementsmade of seasoned salwood block of minimumcross section of 70x26 for lock side 40x26 allround forming the framework for shutter andminimum of 75mm wide intermediate strip for thewidth of the door for fixing locks and fixture andshall conform to IS-4020-1998. The finish of theshutter be without grains and of approved colouretc., complete all as per manufacturersspecifications at all heights.

38 Supplying and fixing solid hard core nondecorative type (BN) interior grade commercialBLOCK BOARD FLUSH DOOR SHUTTERS ofapproved make conforming to IS 2202 (part-I) -1991 with teak wood (Ballarshad) internal lippingon all sides and solid teak wood (Ballarshad)inserts for mounting locks, etc., having wellmatched commercial ply veneering with crossbands and face veneers on both faces, includingcost of labour for fixing builders hardware andlocking arrangements etc., complete all as per

ifi ti b t l di t f b ildspecifications, but excluding cost of buildershardware and locking arrangements issued withscrews by the department free of cost.

Note: Samples as stipulated in IS code should befurnished for tests free of cost by the contractor asthe tested samples are destroyed during testing.

16 Single shutter 35mm thick Sq.M

of 29



SL. NO.


39 Supplying and fixing solid hard core nondecorative type (BD) interior grade commercialBLOCK BOARD FLUSH DOOR SHUTTERS ofapproved make conforming to IS 2202 (part-I) -1991 with teak wood (Ballarshad) internal lippingon all sides and solid teak wood (Ballarshad)inserts for mounting locks, etc., having wellmatched commercial ply veneering on one faceand teak ply veneering on other face with crossbands and face veneering including cost of labourfor fixing builders hardware and lockingarrangements etc., complete all as perspecifications, but excluding cost of buildershardware and locking arrangements issued withscrews by the department free of cost.

Note: Samples as stipulated in IS code should befurnished for tests free of cost by the contractor asthe tested samples are destroyed during testing.


40 Supplying and fixing solid hard core decorative40 Supplying and fixing solid hard core decorativetype (BD) interior grade commercial BLOCKBOARD FLUSH DOOR SHUTTERS of approvedmake conforming to IS 2202 (part-I) - 1991 withteak wood (Ballarshad) internal lipping on all sidesand solid teak wood (Ballarshad) inserts formounting locks having well matched teak plyveneering with cross bands and face veneers onboth faces, including cost of labour for fixingbuilders hardware and locking arrangements etc.,complete all as per specifications, but excludingcost of builders hardware and lockingarrangements issued with screws by thedepartment free of cost. Note: Samples as stipulated in IS code should befurnished for tests free of cost by the contractor asthe tested samples are destroyed during testing.


of 29



SL. NO.


41 71 Providing and fixing best quality of decorativelaminated sheet 1.50mm thick formica orequivalent, matt finish, of approved colourconforming to I.S. code, fixing to flush shutter, etc;using adhesive fevicol - SH or equivalent,complete all as per specifications.

Sq.M

42 Providing and fixing 18mm thick door shutters(single or double) for wardrobe / cupboards / shoeracks made out of malemine faced prelaminatedwood based graded particle board of BHUTAN orNOVAPAN or equivalent or melamine acedprelaminated wooden based flat pressed threelayered particle board of NOVOPAN or equivalent,particle bonded with phenol formaldehyde withdecorative laminate on one side and whitebalancing laminate on the other side. The boardsshall be manufactured conforming to IS 3087 withteak wood lipping of 18 x 10mm on all edges andpainting the beading with synthetic enamel paint tomatch the colour of decorative laminate includingcost of labour for fixing builders hardware likehinges, knobs, handles, locks, tower bolts, etc.,complete all as per specifications but excludingcost of builders hardware and lockingarrangements which will be issued with screws byth D t t f f t t t ll h i ht dthe Department free of cost etc., at all heights andlevels for

95 Cupboard / Wardrobe shutter with decorativelamionate on one side and balancing white onother side

Sq.M

of 29



SL. NO.


43 68 Supplying and fixing of Aluminium structuralglazing with double framing system made out withheavy extruded box section specially detailed fordouble framing system using section of 101.6 x 57x 2.5 mm weighing 2.664 Kg/m as main structuralmember and of size 26.5 x 20.5 mm weghing0.531 Kg/m as sub frame of approved make, allcolour anodised 20 micron with all standardaccessories like special steel cleating system withanchor fasteners and 6mm x 4mm spacer tapeNortan make (polyuthelene tape) with GE 4000silicon sealent including providing and fixing of6mm thick toughned reflective glass of specifiedcolour (Grey / Bronze / Blue / Green ) allcomplete.Item includes cost of supplying,installation, fixing of alluminium frame withstructural members, mullions, transsom, sub-frame grid supply instalation of glass includingcost of sealants, brackets, fastners, screws,sleeve, spacer tap, backer rod, bolts, gasket,fixtures, double stage scaffolding , including allTaxes etc., complete in all respects and to thesatisfaction of the Engineer-in-charge.

Sq.M

44 Providing and fixing steel door system made out oft d d ll d t l ti Th d fstandard rolled steel sections. The door frame,

shutter frame and diagonal stiffeners for theshutters, styles and rails and for shutters shall beMS angles / Tees. The shutter frame shall becovered with MS sheet (single / double skin)electrically welded. The door frame shall havebase tie made out of 12mm square MS rodembedded in flooring and 3nos. of 15mm x3.15mm lugs of 100mm long on each sideembedded in cement concrete blocks of size 150 x100 x 100mm of 1:3:6 mix (1 cement : 3 coarsesand : 6 hard granite stone aggregate 20mmnominal size) or with anchor fasteners or withfixing clips with bolts and nuts as required.

of 29



SL. NO.


The work includes providing approved pivots asrequired and iron oxidized butt hinges 125mmlong, 3nos. for each shutter conforming to IS 1341-1970 etc., including cutting the steel sections torequired lengths, joints mitred and electricallywelded, ground and cleaning the surfacethoroughly free from rust scales and painted withtwo coats of synthetic enamel over a coat of redoxide zinc chromate primer, after pre treatment ofthe surface by pickling and phosphating etc.,conforming to IS specifications including providingand fixing MS aldrops, MS tower bolts and MShandles etc., complete all as per specifications,drawings and instructions of Engineer in charge atall heights.

160 a) Fully openable (single / double) shutter andUsing MS sheet covered on single or both sides

Kgs

45 Providing, fixing and erecting at site framelessglass pivoted door and fixed glazing consisting ofdiecast patch fitting of DORMA or approvedequivalent make with stainless steel cover andequivalent make with stainless steel cover andcorner lock with euro profile cylinder of approvedmake. The fittings will be mounted on 12mm thicktoughened glass with all necessary requiredaccessories. The door will also consist of floorspring, top pivot, top patch, bottom patch, strikeplate and handle of approved make with allnecessary glass mounting accessories for the selfclosing feature complete. The glass shall begrouted at the floor with aluminum ‘u’ channel etcall complete as shown in the drawings and to thesatisfaction of Engineer-in-Charge.

10 Double door with patch fittings Sq.M

of 29



SL. NO.


46 Supplying and fixing standard steel rolling shuttermade out mild steel stips slats or laths of deepconvex corrugations made from from tested steelsheets confirming to IS-277 specifications forgalvanised steel sheets 63mm to 75mm wide,1.25mm thick, machined rolled and straightenedwith an effective bridge depth not less than 15mmincluding interlocking the laths through out thelength, mounting on specially designed pipe shaftincluding all accessories such as top cover ofrequired size, side guides of size 63.5mm x25.4mm (2.5" x 1" ) made out of 10g thick plateand "L" reinforced angle iron fixed out sidebrackets, suspension shafts, top rolling springsmade out of strong and best tested continentalspring,hood covers made out of mild steel sheets not lessthan 0.9mm thick, bottom rails, lockingarrangements, painting with one coat of factoryfinish red oxide zinc chromate primer of approvedmake, etc., complete all as per specifications in allfloors.

5 Gear opearated type (Mechanical type) with ballbearings, operated by a bevel gear box and crankhandle upto a clear area of 25sqm.

Sq.M

47 50 Providing and fixing SS mosquito proof and flyproof mesh to aluminium frame work includingcost of mesh, and labour for fixing buildersharware and locking arrangements etc., completeall as per specifications but excluding cost ofbuilders hardware and locking arrangement issuedby the Department free of cost. (Aluminium framework shall be measured under the relevant item)

Sq.M

48 41 Supply, fabrication and erection of Lexan 10mm thick Multiwall Bronze Colour PolycarboanteSheet, skylight frame structure using MS hollowsections of medium class bent to curvaturefabricated and erected in protections. Thestructure is with one coat of zinc chromate primerand painted two coats of enamel paint of approvedcolour. 10mm thick polycarbonate sheet fixed withthe help of aluminium profile section and EPDMgaskets and silicon sealant of winsil 20 from GEBayer all complete as per drawing. NOTE: Area ofthe Polycarbonate sheet only will be measured forpayment.

Sq.M

of 29



SL. NO.


ROOFING49 Providing and laying water proofing treatment over

RCC roof in 3 courses, as specified below, afterthoroughly cleaning surface of the roof slab withwire brush, cleaning of dust and foreign matters,raking and cleaning of construction joints if anyetc., complete to make the surface suitable forreceiving water proofing treatment.I Course: The existing covering on slab to beremoved and the surface of the RCC slabexposed. Construction joints if any are to be rakedand cleaned. A coat of cement slurry at the rate of4.4kg/sqm mixed with acrylic water proofingcompound (as per manufacturers specification) isspread uniformly over the RCC roof area andensuring that the slurry penetrates in to the RCCslab below and fills all micron cracks and all otherporous areas. Over this a layer of 15mm thickcement mortar 1:5, mixed with acrylic waterproofing compound as per manufacturersspecifications shall be laid to place the II course.

II Course: A single layer of brick on edge with15mm wide gaps filled with CM 1:5 mixed withacrylic water compound is laid (i.e. bricks placed

ti ll it 75 115 id 75 230 idvertically on its 75x115mm side or 75x230mm sideas the case may be, to suit the required thicknessof courses), when the bottom layer (I course) isstill green and laid to slope of 1 in 60 as per roofdrainage scheme using approved well burnt bricks(wear absorption not more than 20%) withminimum thickness of 65mm at outer edgeincluding the top and bottom plastering (I&IIIcourse) to get required gradient, laying the brickswith not less than 15mm gap alround, which shallbe properly filled completely and compacted withCM 1:5 mixed with acrylic water proofingcompound as per manufacturers specificationusing full bricks or bricks cut to required size to laythe course with single layer with gradient saidabove for adequate drainage.

of 29



SL. NO.


III Course: 20mm thick cement mortar 1:4 mixedwith acrylic water proofing compound with a layerof Chicken mesh 12mmx26G and marked with300mmx300mm false squares including curingetc., for not less than 7 days, complete all as perspecifications and directions of Engineer-in-charge. The 20mm thick layer shall be carried outin two layers of 10mm thick with an inter layer ofchicken mesh of 12mmx26G laid in between thetwo layers of cement mortar.

NOTE:The acrylic water proofing compound to be usedshall be;a). CHEMSEAL - Manufactured by M/s. OverseasWater Proofing Corporation, Mumbai. Theproportion of CHEMSEAL shall be 2% by weight ofcement. OR CONPLAST X 421 IC - integral waterproofing compound manufactured by M/s.FOSROC Chemicals (India) Ltd., Bangalore. Theproportion of CONPLAST x 421 IC shall be 130mlper 50 kgs of manufactured by M/s. ROFFEConstruction Chemicals Pvt. Ltd., liquid integralwater proofing compound at 140ml per 50kg ofcement or Equivalent.b)Th d f th t t t h ll b l idb)The second course of the treatment shall be laidin single course using full bricks/cut bricks as maybe required for laying the course in 1 in 60 slope.

c) The rate to include all labour, material andcontingent coats for execution of work in aworkman like manner including curing, etc.,complete for respective courses.d) The plane horizontal measurements of roof slabonly shall be measured for payment.e) The theoretical cement consumption requiredfor the above work will be worked out based on co-efficient for each layer of work as per specification.

f) The work shall be got executed throughspecilised water proofing agency.

2060 g) The contractor should finish a guarantee bondin the prescribed format for satisfactory waterproofing performance for 10 years.

Sq.M

of 29



SL. NO.


50 Providing and fixing rigid PVC SWR (soil, wasteand rain water) drainage/ rain water pipeconforming to type-A of IS 13592-1992, includingaccessories like bends and fixing with pipe clips,adhesive at joints all as per manufacturer'sspecifications to required length etc., complete allas per specifications and directions of Engineer-in-charge.

a) 78 110mm OD pipes with minimum wall thickness of2.20mm.

Mtr

b) 49 160mm OD pipes with minimum wall thickness of3.20mm.

Mtr

51 Providing and making khurras of size specifiedbelow with 12mm thick CM 1:3 plaster finish overPCC 1:2:4 using 10mm nominal size stoneaggregate (1 cement: 2 coarse sand: 4 stoneaggregate) of 600mmx600mm of varying thicknessof 40mm at WPC side to 30mm at pipe end, laid toslope, compacted over PVC sheet of1000x1000mm x 400 micron laid over top of slabafter cleaning the surface of concrete slab. Thetop surface of CM 1:3 plaster shall be finishedsmooth with cement punning, rounding of edgesetc., complete all as per specifications anddirections of Engineer-in-charge.[Note: The RWP shall be fixed during constructionof parapet to ensure filling the joints and aroundpipe properly].

32 600mmx600mm size Each

52 5 Providing and fixing 75mm dia (O.D) UnplasticisedPVC pipe water spouts conforming to IS 4985-1988 inclusive of specials (Tee) conforming to IS7834 (part IV) 1987 of working pressure 6kg/sqcm.The outlet end shall be provided with PVC Tee andthe inlet end shall be flush with inner face offacias/ parapets, fixing in cement mortar 1:3 etc;complete all as per specifications.

Mtr

of 29



SL. NO.


53 905 Providing and laying angular fillet 7.5 x 7.5cmcement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate) 20mm nominal size,including compaction, finishing, curing, etc;complete all as per specifications.

Mtr

FINISHING54 Plastering 12mm thick with cement mortar

specified below, finished rough includingscaffolding, curing, etc. complete for EXTERNALSURFACES inclusive of sills, jambs, soffits,ceilings, etc., complete all as per specificationsfor IN ALL FLOORS AND AT ALL HEIGHTS. Mixspecified is for cement : coarse sand.

NOTE : i) CM 1 : 3 OR CM 1:4 is generallyapplicable for ceilings and RCC surfaces unlessotherwise specified.

a) With CM (1:5) to brick walls1254 Upto 10 m Level Sq.M

b) With CM (1:4) to RCC surfaces138 Upto 10 m Level Sq.M

55 Plastering 12mm thick with cement mortarspecified below, finished smooth with lime neeruincluding scaffolding, curing, etc., complete forINTERNAL SURFACES of walls, beam, ribs, sills,jambs, ceiling, etc., complete all as perspecifications at ALL HEIGHTS. Mix specified isfor cement: fine sand.

a) 2366 With CM 1:5 to masonry walls Sq.M

b) 760 With CM 1:4 to RCC surfaces Sq.M

c) 1272 With CM 1:4 to ceiling Sq.M

of 29



SL. NO.


56 35 Providing and fixing GI hexagonal chicken wiremesh of size 12mm x 22g at the junction ofdisimilar surfaces of brick masonry wall and RCCcolumn by beams and the like including necessarynails for fixing etc, complete all as per specificationand direction of Engineer - in - charge for all floorsat all heights.

Sq.M

57 3953 Providing and applying two coats of M/s Birla Wallcare putty or approved equivalent of 1.5mmthickness over plastered surface to prepare thesurface even and smooth complete.

Sq.M

58 3953 Painting internal plastered surfaces with two ormore coats of super acrylic emulsion paint ofapproved brand and colour (Berger or Asian orequivalent) to give an even shade with requiredfinish over a caoat of water thinnable cementprimer including cleaning the surfaces, filling thecrevices with approve dfiller, scaffolding, curing,etc., complete all as per specifications.

Sq.M

59 892 P i ti t l l t d f ith t S M59 892 Painting external plastered surfaces with two ormore coats of 100% acrylic exterior emulsion paintof approved make and colour (weather coat ofBerger or apcolite apex of Asian or equivalent)having protection against fungal, growth, flaking,fading, alkali and UV degradation and to give aneven shade with required finish including cleaningthe surfaces, filling the crevices with approvedfiller, scaffolding, curing, etc., complete all as perspecifications at all heights.

Sq.M

60 500 Providing & applying exterior textured paint withnatural stone graunals wall finish of Altek/Spectrum/ Renovo or approved make in requirednumbers of coats as per specification of approvedmanufacturer and texture as approved by Engineer-in-charge on external surface of any portionincluding scaffolding & preparatory work asrequired to complete for finshed item of work.

Sq.M

61 165 Polishing on wood work with 2 coats of melaminepolishing including cost of all materials and laboursand papering for surface preparation implementsetc., in all floors as directed by the Engineer forthe finished item of work.

Sq.M

of 29



SL. NO.


62 85 Painting wood work with TWO or more coats ofSYNTHETIC ENAMEL PAINT of Ist quality andapproved colour to give an even shade over a coatof synthetic enamel primer including cleaning thesurfaces, filling the crevices with approved filler,applying a coat of approved putty on whole surfaceand rubbing the surface to achive desired smoothsurface, scaffolding, etc., complete all as perspecifications. (Rate to include cost of syntheticenamel primer, putty also).

Sq.M

63 146 Painting steel work with TWO or more coats ofSYNTHETIC ENAMEL PAINT of Ist quality andapproved colour to give an even shade over a coatof red oxide zinc chromate primer includingcleaning the surfaces, applying a coat of approvedputty on whole surface and rubbing the surface toachive desired smooth surface, scaffolding, etc.,complete all as per specifications. (Rate to includecost of zinc chromate primer, putty also).

Sq.M

FALSE CEILING64 340 Providing and fixing at all heights / in all floors with

all leads seamless type M/F suspended Falseceiling of India Gypsum or equivalent using GI

i t h l f i 0 55 thi k (h i

Sq.M

perimeter channel of size 0.55mm thick (havingone flange of 20mm and another flange of 30mmand a web of 27mm) along with perimeter ofceiling, screws fixed to brick wall / partitions withthe help of nylon sleeves and screws at 610mmc/c. Then suspending GI intermediate channels ofsize 45mm (0.9mm thick with two flanges of 15mmeach) from the soffit at 1220mm c/c with ceilingangle of width 25 x 10 x 0.5mm thick fixed to soffitwith GI cleat and steel expansion fasteners.Ceiling section of 0.55mm thickness havingknurled web of 51.5mm and two of flanges of26mm each with lips of 10.5mm are then fixed tothe intermediate channel with the help ofconnecting clips and in direction of perpendicularto the intermediate channel at 457mm c/c

of 29



SL. NO.


12.5mm tapered edge gypboard (conforming to IS2095-1982) is then screw fixed to ceiling sectionwith 25mm dry wall screws at 230mm centres.Screws fixing is done mechanically either withscrew driver or drilling machine with suitableattanchment. Finally the boards of 12.5mm thickgypboard are to be jointed and finished so as tohave a flush look which includes filling andfinishing the tapered and square edges of theboards with jointing compound, joint paper tapeand two coats of drywall topcoat suitable forgypboard including providing scaffolding andexecuting the work at all heights. (Please referdrawing for details and recommended practices ofIndia Gypsum or equivalent).

65 Providing and laying light duty Non-pressure NP-2class RCC hume pipes with collars jointed withstiff mixture of CM 1:2 (1 cement: 2 fine sand)inlcuding joints etc., complete.

50 300mm dia Rm

TOTAL

of 29

Package II Part I.1 Civil BOQ for Transit House Building

Documents

Transcript of Package II Part I.1 Civil BOQ for Transit House Building