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Civil Construction Rate

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    TENTATIVE BOQ FOR JAITALA RESIDENTIAL PROJECT

    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    1 EARTHWORK

    1.01

    a) 0.0-0.3 m cum 1567.06

    1.02

    a) Lead upto 500m cum 4701.14

    1.03

    a) With selected excavated earth cum 300

    cum 200

    cum 200

    1.04

    a) With selected excavated earth cum 150

    cum 150

    cum 500

    Excavation for foundations, substructures,trenches,sumps, tunnels, pits etc. in all types of ordinary,sandy, gravelly, murrum soil with or withoutboulders,hard soils, slashy/marshy soil includingnecessary shoring, strutting and stacking selectedmaterial for backfilling or disposing excessexcavated material within an initial lead of 100 mincluding dewatering complete as per specifications todepths from ground level.

    Disposal of surplus excavated material for the followingleads beyond the initial lead of 100 m including loading/unloading, dressing etc complete as per specifications

    Backfilling around foundations in trenches, sumps, pits,substructures, including thorough compaction upto 90%standard proctor density of backfill in layers notexceeding 200mm in depth, at all depths, watering etc.

    complete:

    b) With selected earth brought from outside including itssupply and transport

    c) With coarse sand brought from outside includingits supply and transport

    Note: Borrow areas shall be approved by Engineer-in-charge before starting work.

    Filling in plinth or where directed soil includingcompaction upto 90% Standard Proctor Density in layersnot exceeding 200 mm in depth, watering etc. complete

    as per specifications

    b) With selected earth brought from outside includingsupply and transport

    c)With coarse brought from outside including its supplyand transport

    (Borrow areas shall be approved by Engineer - in-chargebefore starting work.)

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    1.05

    sqm 540

    1.06

    i) Hard Rock Blasting not permitted

    a) 0.3-1.5 m cum 7834.85

    2 PLAIN AND REINFORCED CONCRETE WORK

    2.01

    cum 181.2

    cum 81

    2.02cum

    2.03

    cum 5000

    2.04

    cum 271.8

    Providing and injecting chemical emulsion for pre-construction anti-termite treatment and creating achemical barrier under and trenches, basematexcavation, top,surface of plinth filling, junction of walland floor along the external perimeter of building

    expansion joints, surrounding of pipes, wastes, conduitsetc. treating termite mounds within the plinth andcontingent apron etc. Complete(plinth area of thebuilding at ground floor only shall be measured)chlorophyriphos 20% EC shall be used asperspecifications.

    Excavation in rock including removal ofexcavated material, separating and stacking asdirected the rock pieces and disposing the balancematerial upto 100 m from the periphery of the area,etccomplete

    Providing and laying plain cement concrete in all kinds ofwork below plinth upto all depths complete but excludingform work using 20/40 mm nominal size aggregate andcoarse sand

    a) Concrete Mix 1:2:4 (1 cement : 2 coarse sand :4aggregate)

    b) Concrete Mix 1.4:8 (1 cement : 4 coarse sand : 8aggregate)

    Providing and laying plain cement concrete (1:2:4 ) overroof as leveling course

    Same as item no. 2.01 but in super structure upto 10m height

    a) Concrete mix 1:2:4 (1 cement : 2 coarse sand :4aggregate)

    Providing and laying 1:5:10 mix (1cement :5 fine sand :10 broken brick ballast of 20 mm nominalsize)including ramming curing etc.complete belowplinth.

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    2.05

    a) Grade M20 concrete cum 375

    2.06

    cum

    2.07

    a) Grade M15 concrete cum 410

    b) Grade M20 concrete cum 300

    2.08cum

    2.09

    a) Trench, sump or hatch covers cum

    sqm

    2.1

    sqm

    2.11

    a) For smooth finish of surfaces below plinth level sqm 4530

    Providing and placing reinforced cement concrete for allkind of work up to 5 m below grade level uptoplinth level (Finished Floor level) excludingreinforcement and formwork but includingcompaction, leveling ,finishing,curing etc. complete.

    (Block Foundatons like pump pads, equipment and tankfoundations shall be paid under this item even if someportion of the foundation is above plinth level)

    Extra for placing reinforced cement concrete atdepths exceding 5m below grade level but notexceeding 10m for any garde of concrete.

    Providing and placing reinforced cement concrete for allkind of work in superstructure upto 10m above plinthlevel excluding reinforcement and formwork butincluding compaction leveling ,finishing,curing etc.complete.

    Extra over item no 2.07 for placing reinforcedcement concrete at heights greater than 10 metreabove plinth level for any grade of concrete

    Providing, placing and fixing in position precast concreteunits including suitable formwork to providesmooth finish, casting, curing storing, protecting underappropriate conditions, erecting them in position etc.complete including providing, lifts tackles, tools etc(reinforcement and inserts shall be paidseperately)using concrete of grade M20

    b) Perforated R.C.C Slab any thickness with 20mm diaholes @ 100mm c/c both ways as per drawing

    Providing and fixing in position 40mm thick precast jail of

    approved design in cement mortar 1:4 with 3mm dia M.Swire used as reinforcement.

    FORMWORK: Providing erecting and removing straightformwork in shuttering plywood for concrete itemsincluding forming chamfers, drip moulds, pocketsetc., and including scaffoldingand centring uptopropping height of 5 m, finishing concrete surface afterstriking the formwork etc.complete (Net area ofconcrete formed shall be measured):

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    3.03

    sqm

    4 PLASTERING

    4.01

    sqm 40000

    4.02

    sqm 9060

    4.03

    a) Sand faced plaster in cement mortar 1:3 sqm 16500

    4.04

    20mm mesh size 18 gauge galvanised chiken wire meshsqm 1000

    4.05

    a) Flush Pointing sqm

    b) Ruled Pointing sqm

    5 FLOOR FINISHES AND ALLIED WORKS

    Half brick masonry work in cement mortar 1:4 (1 cement:4 coarse sand) incl. providing 2 nos 6 mm dia M.S.bars in every fourth course, excluding cost ofreinforcement at all heights and levels.

    Providing interior plaster in cement mortar 1:4 (1cement;4 coarse sand) for walls, columns, beams etc.Including chipping concrete surface, finishing,scaffolding, providing grooves, bands, mouldings etc.complete at all heights and levels.

    a) Cement plaster 12 mm thick on fair face of brickworkand 15 mm thick on rough face of brickwork

    Providing 6mm thick plain faced cement plaster incement mortar 1:4 for underside of ceillings includingchipping concrete surface, finishing, scaffolding,providing grooves, bands mouldings etc.complete

    Providing 18 mm thick exterior cement plaster intwo layers, under layer 12 mm thick cement plaster1:5 (1Cement ; 5 coarse sand) finished with top layer 6mm thick cement plaster 1:3 (1 Cement : 3 coarsesand) finished rough with sponge, for externalsurfaces including chipping concerete surface providingbands, drip moulds, grooves etc. finishing curing

    scaffolding etc, complete (Waterproofing compoundwhere specified shall be paid for seperately)

    Providing and fixing in position mesh/jali for use inplastering including cutting overlaps fixing nails etccomplete

    Cement poiniting on brickwork in cement mortar 1:3(1Cement : 3 Fine Sand) including ranking joints,scaffolding, curing etc

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    5.01

    sq.m 500

    5.02

    sq.m 8060

    5.03

    sq.m

    1) size of tile 60x60 cm 1000

    5.04

    sq.m

    ii). 40mm thick with 20mm nominal size stone aggregatesq.m

    iii). 50mm thick with 20mm nominal size stone aggregatesq.m

    5.05

    cum

    Providing and fixing 1st quality ceramic glazed tilesconforming to IS : 13753 of minimum thickness 5 mm ofapproved make like NITCO, ORIENT, SOMANYKAJARIA, or equivalent make in all colours, shadesexcept begundy, bottle green, black of any size as

    approved by Engineer-in-charge in skirting, risers ofsteps and dados over 12 mm thick bed of cement Mortar1:3 (1 cement : 3 Coarse sand) and jointing with greycement slurry @ 3.3kg per sqm including pointing inwhite cement mixed with pigment of matching shadecomplete.

    Providing and laying 300X300 mm minimum 5 mm thickCeramic glazed floor tiles conforming to IS 13753 of 1stqualirty of NITCO, ORIENT, KAJARIA, SOMANY orequivalent make in all clolours, shades except White,Ivory, Grey, Fume Red Brown laid on 20mm thick bed of

    Cement Mortar 1:4 (1 Fume Red Brown laid on 20mmthick bed of Cement Mortar 1:4 (1 cement : 4Coarse sand) including pointing the joints with whitecement and matching pigments etc. complete.

    Providing and laying vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) withwater absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laidon 20mm thick cement mortar 1:4 (1 cement : 4 coarsesand) including grouting the joints with white cement andmatching pigments etc., complete.

    Cement concrete flooing 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate) finished with a floatingcoat of neat cement including cement slurry, butexcluding the cost of nosing of steps etc. complete.

    I). 25mm thick with 12.5mm nominal size stoneaggregate

    Providing an laying R.C.C floor with nominalreinforcement and mix 1:1.5:3 (1 cement :1.5 : coarsesand : 3 aggregrate) reinforcement to be paid seperately

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    5.06

    sq.m

    6 DOORS & WINDOWS

    6.01

    a)sq.m 1112.45

    6.02

    each 80

    6.0380

    a) Knob type door handle each 490

    ALUMINIUM WORK

    6.04

    a) For fixed Portion sq.m

    sq.m 379.8

    Providing and laying non-metallic dry shake type surfacehardener 3 kg/sqm, of approved make and brand onconcrete floors all as per manufacturer's specificationsand as directed by Engineer-in-charge.

    Providing and fixing ISI marked flush door shutters non-decorative type, core of block board constructionwith frame of 1st class hard wood and wellmatched commercial 3 ply veneering with vertical grainsor cross bands and face veneers on both faces ofshutters :

    30mm thick including ISI marked Stainless Steelbutt hinges with necessary screws.

    Providing, and fixing best quality hydraulic door closersas per IS: 3564 including all screws, nuts etc. complete.

    Providing and fixing best quality mortice doorlock (vertical type) as per IS: 2209 with:

    Providing and fixing anodised aluminium work for doors,windows ventilators and with extruded built up standardtubular and other sections of approved makeconforming to IS: 733 and IS:1285, anodised trasparentor dyed to required shade according to IS: 1868( Minimum anodic coating of grade AC 15), fixed withrawl plugs and screws or with fixing clips, or withexpansion hold fasteners including neccessary filling upof gaps at junctions, at top, bottom and sides withrequired PVC / neoprene felt etc. Aluminium snapbeading for glazing / panelling, C.P brass/stainlesssteel screws, all complete as per architectural drawings

    and the direction of Engineer- Incharge ( Glazingand panelling to be paid for seperatly)

    b) For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivions and makingprovision for fixing of fittings whenever required includingthe cost of PVC / neoprene gasket required (fittings shallbe paid for separately)

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    6.05

    sq.m 94

    sq.m 94

    7 PAINTING ,WHITE WASHING ETC.

    7.01

    b) Oil bound distemper sq.m 40000

    d) Synthetic enamel sq.m 1112.45

    7.02

    sq.m 16500

    8 WATER PROOFING

    8.01

    sqm 648

    8.02

    Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions tec. With PVC /neoprene gasket etc.Complete as per the architecturaldrawings and the direction of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic

    item)

    a) With glass panes of 4.0mm thickness (weight not lessthan 10.0Kg/sqm)

    b) With glass panes of 5.50mm thickness (weightnot less than 13.75kg/sqm)

    Providing one coat of approved primer and two coats ofpaint of approved manufacture, brand, colour and shadeon interior surface including cleaning and preparing

    surfaces, applying coat of putty, scaffolding etc.complete:

    Providing two or more coats of cement based paint("Snowcem" or equivalent) to give even smooth shade,of approved manufacture, brand, colour and shade onexterior surfaces including cleaning, preparing surface,scaffolding, curing etc. complete at all heights andlevels.

    Providing and laying water proofing treatment in sunkenportion of WCs, bathroom etc by applying cement slurrymixed with water proofing cement compound consistingof applying: a) First layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compund @0.253 kg/sqm. This layer will be allowed to air cure for 4hours. b) Second layer of slurry of cement @ 0.242kg/sqm mixed with water proofing cement compound @0.126 kg/sqm. This layer will be allowed to air cure for 4

    hours followed with water curing for 48 hours. The rateincludes preparation of surface, treatment and sealing ofall joints, corners, junctions of pipes and masonry withpolymer mixed slurry.

    Providing and laying integral cement based waterproofing treatment including preparation of surface asrequired for treatment of roofs, balconies, terraces etcconsisting of following operations.

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    a

    sq m 1812.04

    b

    c

    d

    8.03

    a). 100 mm dia m 200

    b) 150mm dia m 300

    9 WATER SUPPLY

    9.01

    a) 15 mm nominal outer dia pipes

    Applying and grouting a slurry coat of neat cement using2.75 kg/sqm. of cement admixed with proprietary water

    proofing compound conforming to IS 2645 over the RCCslab including cleaning the surface before treatment.

    Laying cement concrete using broken bricks/brick bats25 mm to 100mm size with 50% of cement mortar 1:5 (1cement :5 coarse sand) admixed with proprietary water

    proofing compound conforming to IS 2645 over 20 mmthick layer of cement mortar of mix 1:5 (1 cement :5coarse sand) admixed with proprietary water proofingcompound conforming to IS : 2645 to required slope andtreating similarly the adjoining walls upto 300 mm heightincluding rounding of junctions of walls and slabs.

    After two days of proper curing applying a second coatof cement slurry admixed with proprietary water proofingcompound conforming to IS : 2645.

    Finshing the surface with 20 mm thick jointless cementmortar of mix 1:4 ( 1 cement :4 coarse sand) admixedwith proprietary water proofing compound conforming toIS 2645 and finally finishing the surface with trowel withneat cement slurry and making of 300x300 mm square.

    Providing and fixing unplasticised - PVC

    ( workingpressure 4 kg per sqcm) rain water pipes andall necessary fittings/ accessories confirming to IS :4985 including jointing with seal ring confirming to IS:5382 leaving 10 mm gap for the thermal expansion,complete at all heights and levels.

    Providing and fixing Chlorinated Polyvinyl Chloride

    (CPVC) pipes, having thermal stability for hot and coldwater supply including all CPVC plain and brassthreaded fitting i/c fixing the pipe with clamps at 1.00 mspacing. This includes jointing of pipes and fittings withone step CPVC solvent cement and the cost of cuttingchases and making good the same including testing of

    joints complete as per direction of engineer in charg.

    Concealed work including cutting chases and makinggood the walls etc.

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    b) 20 mm nominal outer dia pipes

    c) 25 mm nominal outer dia pipes

    d) 32 mm nominal outer dia pipes

    9.02

    a) 15 mm nominal outer dia pipes

    b) 20 mm nominal outer dia pipes

    c) 75 mm nominal outer dia pipes

    d) 100 mm nominal outer dia pipes

    9.03

    each 500

    9.04

    a) 15 mm dia each 200

    b) 20 mm dia each 300

    9.05

    each 225

    9.06

    each 80

    Providing and fixing chlorinated polyvinyl chloride(CPVC) pipes, having thermal stability for hot and coldwater supply including all CPVC plain and brassthreaded fittings. This includes jointing of pipes andfittings with one step CPVC solvent cement, trenching,refilling and testing of joints complete as per direction ofengineer in charg.

    Providing and fixing 15 mm dia. C.P.brass bib cocksconforming to IS: 781 of tested quality and approvedmake and design.

    Providing and fixing C.P. brass stop cocks conforming toIS: 781of tested quality and approved make and design

    Providing and fixing best quality white vitreous Chinawash down (European type) water doset of approvedmake conforming to Pattern 2 of IS: 2556 (Part-11)

    comprising of white glazed closet with 'P or'S' trap,plastic seat and lid flush cistern of 12.5 lit capacity etc.,complete including C.I pipe connection up to downtakepipe on external wall and making good chases andholes etc. complete in all respect

    Providing and fixing best quality approved make anddesign 550 mm X 400 mm white glazed wash basinsincluding painted C.I. brackets screwed to wall with raw!plug, bolts and screws, 2 Mos.15 mm C.P. pillar tap ofapproved make, 32 mm C.P waste complete withC.P.bottle trap with C.P pipe pieces upto wall or floor

    level plus 40 mm lead waste pipe embedded infloor/wall from 32 mm C.P waste extension pipe to theC.I waste shaft on the outside wall complete with brassunions and plumbers wiped soldered joints as directed,with necessary cleaning eyes including making chasesand holes and making good the same etc. complete

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    9.07

    each 80

    9.08

    a) Anodised aluminum towel rail each 225

    9.09

    a) Plastic dispenser each 225

    9.1

    a) Asbestos Cement sheet backing each 225

    9.11

    a) toilet paper roll holder each 225

    b) soap dish each 225

    9.12

    a) Floor trap as per Table 18 of IS : 3989

    i) 75 mm nominal dia. And 100 dia. Grating each 100ii) 100 mm nominal dia. And 200 dia. Grating each 125

    Providing and fixing sink of best quality, approvedmake and design including painted C.I. Bracketsscrewed to wall with raw! plug, bolts and screws, 15 mmC.P pillar tap of approved make, 32 mm C.P.wastecomplete with plug, C.P. bottle trap, C.P. pipe piece 40

    mm lead waste pipe embedded in floor from 32 mmC.P waste shaft on the outside wall complete withbrass unions and plumbers wiped soldered joints asdirected, with necessary cleaning eyes includingmaking chases and holes and making good the sameretc. complete

    a) 600 mm X 450 mm X 250 mm stainless steel sink of18 gauge

    Providing and fixing 20 mm dia.towel rail of approvedmake and design, 750 mm long screwed to wall with

    raw! plugs and C.P. brass screws etc. complete:

    Providing and fixing best quality liquid soap dispenserswith C.P. brackets, cap etc., complete of approved makeand design:

    Providing and fixing 600 mm X 450 mm approved makeberelled edge, mirror with 6 mm thick backing and pre-drilled holes, fixed to wooden cleats with C.P. Brassdome headed screws etc., complete with:

    Providing and fixing white glazed vitreous chinaaccessories of size 150 mm x 150 mm completeincluding finishing with white cement

    Providing and fixing C.I. Floor trap as per IS: 3989 withhinged grating, fixed in cement concrete, connecting toC.I. Pipe/bend, with lead joints including cutting holes inwalls and making good the same etc.,complete:

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    Sr. No. DESCRIPTION UNIT QUANTITY

    RATE

    9.13

    each 100

    9.14

    a) 75 mm nominal dia. m 100

    b) 100 mm nominal dia. m 125

    9.15

    a) 100 mm dia m

    b) 150 mm dia m

    9.16

    a) 1000 mm X 1000 mmi. Upto 0.5 m depth each

    ii. 0.5 m to 1 m depth each

    iii. 1 m to 2 m depth each

    b) 610 mm X 610 mm

    i). Upto 0.5 m depth each

    ii.) 0.5 m to 1 m depth each

    Providing and fixing stoneware gully traps withC.I.grating complete with C.I. 300 mm X 300 mm(inside size) hinged frame and cover including 300 mmX 300 mm (inside size) brick masonry chamber with230 mm thick wall in cement mortar 1:4 and with 20

    mm thick cement plaster in cement mortar 1: 3 oninsides, 150 mm thick 1:3:6 concrete bedding andconcrete for filling space between chamber walls andgully trap, excavation, backfilling etc. complete

    Providing and fixing C.I. soil, waste and vent pipesconforming to IS : 3989 with G.I clamps on the outsideof waits or columns including necessary bends, off-sets

    junctions, ven cowl, shoes etc., complete with lead jointsperfectly air and water tight including necessaryscaffolding and two coats of white zinc based paint ofapproved quality over one coat of red oxide primer with

    necessary inspection eyes complete:

    Providing stoneware glazed pipes conforming to IS: 651,laying to slope, jointing with stiff mixture of cementmortar 1:1 testing etc., complete (Earthwork andconcrete work shall be paid separately):

    Constructing brick masonary manholes, sumps,inspection chambers in 230 mm thick brick wall incement mortar 1:2 and 20 mm thick plaster in cementmortar 1:2 on both faces including 250 mm minimumthick foundation and coping in M15 concrete, plasteringand cement rendering channels and slopping bottomfixing approved quality C.I steps at 300 mm c/copenings for inlet and outlet pipes, excavation andbackfilling, dewatering etc. complete ( C.I manholecover frame and steps will be paid separately ) for

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