In Government Inter College Daulatpur, construction work of one physics, one chemistry experiment, one biology and one boy and two girl toilet

Amount

Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. 2.6.1 D.S.R. 2018

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials 2.26.1 D.S.R. 2018

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1%concentration 2.35.3 D.S.R. 2018

Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m .2.25 D.S.R. 2018

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge.2.38 D.S.R. 2018

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 2.27 D.S.R. 2018

Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level 4.1.8 D.S.R. 2018

Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth 4.17 D.S.R. 2018

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level 5.33.1 D.S.R. 2018

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level 5.33.2D.S.R. 2018

Centering shuttering including strutting, propping etc. and removal of form workFOUNDATION UP TO PLINTH 5.9.1 D.S.R. 2018

Centering shuttering including strutting, propping etc. and removal of form workCOL SUPER STRUCTURE 5.9.6 D.S.R. 2018

Centering shuttering including strutting, propping etc. and removal of form workRoof Beam 5.9.5 D.S.R. 2018

Centering shuttering including strutting, propping etc. and removal of form workSlab 5.9.3 D.S.R. 2018

Centering shuttering including strutting, propping etc. and removal of form workStaircase 5.9.7 D.S.R. 2018

Centering shuttering including strutting, propping etc. and removal of form workLintel+sunshade 5.9.5 D.S.R. 2018

Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete Thermo-Mechanically Treated bars.5.22.6 D.S.R. 2018

230 th Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 6.1.2 D.S.R. 2018

Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand ) 6.4.2 D.S.R. 2018

Half brick masonry with F.P.S bricks of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:4 ( 1 cement : 4 coarse sand) 6.13.2 D.S.R. 2018

Extra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S.bricks). 6.15 D.S.R. 2018

Providing and fixing M.S. Tubular frames for doors, windows, ventilator and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) D.S.R.10.15.1 2018

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws D.S.R.9.21.1 2018

Providing and fixing M.S. Tubular frames for doors, windows, ventilator and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) D.S.R.10.16.2 2018

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding D.S.R.9.48.1 2018

Providing & fixing of wire mesh (mosquito jalli) with labour & material comleteWith 12 mm mild steel U beading. D.S.R.9.51.2 2018

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes D.S.R 10.30.1 2018

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 9.83 D.S.R. 2018

Providing and fixing chromium plated brass handles with necessary screws etc. complete: 75 mm 9.92.3 D.S.R. 2018

Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete 250x16 mm 9.96.2 D.S.R. 2018

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete 100x10 mm 9.97.5 D.S.R. 2018

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper 9.101.1 D.S.R. 2018

Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. 9.109 D.S.R. 2018

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 11.26.1 D.S.R. 2018

Kota stone slabs 20 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 with pigment to match the shade of the slabs, including rubbing and polishing complete. 11.27 D.S.R. 2018

P/F 1st quality ceramic glazed wall tiles conforming to IS : 15622 of approved make in colours , shades except burgandy , bottel green , black of any sizes as approved by Engineer -in -Charge in skirting , risers of steps and dados over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 11.37 D.S.R. 2018

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with Udaipur green marble 11.23.5 D.S.R. 2018

12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar 13.1.2 D.S.R. 2018

15mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar 13.2.2 D.S.R. 2018

6mm thick cement plaster of ceiling of mix 1:3 ( 1 cement : 3 fine sand) mortar 13.16.1 D.S.R. 2018

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.80 D.S.R. 2018

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shadeNew work (two or more coats) over and including water thinnable priming coat with cement primer 13.41 D.S.R. 2018

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) 13.47.1 D.S.R. 2018

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable sq.m shade with ordinary paint of approved brand and manufacture. 13.62.1 D.S.R. 2018

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.22.7 D.S.R. 2018

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (110mm dia): dsr 12.41.2

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 100 mm dia

Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :D.S.R 17.11.1.1

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap D.S.R 17.7.2

Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall15mm dia nominal bore D.S.R 18.10.1

Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall25 mm dia. nominal bore

Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats25 mm dia. nominal bore D.S.R 18.18.1

Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore D.S.R 18.19.1

Providing and fixing uplasticised PVC connection pipe with brass unions :15mm nominal bore D.S.R 18.21.2.1

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.D.S.R 18.48

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter110MM D.S.R 12.41.2

Providing and fixing plain bend of required degree.110 mm dia D.S.R 12.42.5.2

Providing and fixing 600 x 455 mm. bevelled edge mirror of Saint Gobin or Modi float glass complete with 6 mm. thick hard board ground fix to wooden cleats with CP brass screws and washers etc. complete.D.R.S. 17.31

Providing and fixing terminal guard :Sand cast iron S&S as per IS - 3989 D.S.R. 17.56.1.2

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : Sand cast iron S&S as per IS - 3989 D.S.R 17.60.2.1

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 100 mm dia D.S.R 17.58.1

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 100 mm dia D.S.R 17.59.1

Providing & Fixing C.P. brass bib cock parryware make D.S.R 18.15.1

Providing & Fixing C.P. brass stop(conceald) D.S.R 18.52.1

Providing & Fixing C.P. brass angle valve D.S.R 18.53.1

Providing & fixing c.p. soap dish parryware make D.S.R 18.65

Provisiding & Fixing C.P Paper Holder parryware Make D.S.R 17.34.1

Grading roof for water proofing treatment withCement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) 22.14.3 dsr 2018

Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.

Providing and fixing chromium plated brass handles with necessary screws etc. complete:9.22.3

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.9-101-1

P/L Ceramic glazed floor tiles 300 x 300 mm of 1st quality conforming to I.S : 15622 of approved make in colours such as White , Ivory , Grey Fume, Red Brown laid on 20 mm thick cement mortar 1:4 including pointing the joints with white cement and matching pigment etc . complete.

Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 18 mm thick

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. D.S.R. 2.8.1

40mm cement flooring in 1:2:4 mix finshed with a floating coat of neat cement including cement slurry etc., D.S.R. 11.3.1

Supplying and stacking at site.63 mm to 45 mm size stone aggregate D.S.R. 16.3.2

Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:4 D.S.R. 6.1.1

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) D.S.R. 13.8.2

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5Rectangular shape 600x450 mm internal dimensions D.S.R. 19.19.1.1

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar

Providing units of reinforced cement concrte 1:1.5:3(1cement :1.5 coarse sand:3graded stone aggregate 20mm. nomnal size) of strength not less than M-200 in lintels and band over door and windows excluding supply of reinforcement and its bending including D.S.R. 5.2.2

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

Providing and fixing soil, waste and vent pipesCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. : 100 mm dia D.S.R. 17.35.1.2

Providing and fixing single equal plain junction of required degree :100x100x100 mm Sand cast iron S&S as per IS - 1729 D.S.R. 17.44.1.1

Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS - 1729 D.S.R. 17.39.1.1

Subodh Kumar

M/s Yamin Contractor