CONSTRUCTION OF TYPE II QUARTER ( 4 NOS. UNIT ) AT ROORKEE BLOCK CAMPUS, DISTT.- HARIDWAR.

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. D.S.R.2.8.1

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the xisting floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 2.35.3.1 D.S.R. 2018

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

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 D.S.R.5.33.1

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 D.S.R.5.33.2

Centering shuttering including strutting, propping etc. and removal of form workFoundations, footings, bases of columns, etc. for mass concrete D.S.R.5.9.1

Centering shuttering including strutting, propping etc. and removal of form workColumns, Pillars, Piers, Abutments, Posts and Struts D.S.R.5.9.6

Centering shuttering including strutting, propping etc. and removal of form workSuspended floors, roofs, landings, balconies and access platform D.S.R.5.9.3

Centering shuttering including strutting, propping etc. and removal of form workLintels, beams, plinth beams, girders, bressumers and cantilevers D.S.R.5.9.5

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

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

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

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 ) D.S.R.6.4.2

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) D.S.R.6.13.2

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).D.S.R.6.15

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 .D.S.R 2.25

Filling with available fly ash and earth (excluding rock) in trenches orembankment 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 direction of Engineer -in - charge..D.S.R. 2.38

Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . D.S.R.2.27

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 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 D.S.R.4.17

Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by engineer-in-charge. Profile C .DSR 10.14.2.1 2018

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile E Fixing with adjustable D.S.R.10.14.3.1 2018

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge:(profile c) Fixing with adjustable lugs with split end tail to each jamb D.S.R.10.14.2.1 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 bothfaces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws D.S.R.9.21.2 2018

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wireof dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : Second class teak wood D.S.R 9.27.1.1.1

Providing and fixing factory made ISI marked steel glazed doors, windowsand ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).D.S.R.10.11.1 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 weldingD.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 with4.0 mm thick glass panes D.S.R 10.30.1 2018

Providing and fixing aluminium tee channels (heavy duty) metre with rollers, stop end in pelmets as curtain rod.D.S.R 9.104

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.(Using M.S. angels 40x40x6 mm for diagonal braces)D.S.R 10.5.1

Providing/fixing M.S. railing of required pattern in frames of windows etc. with M.S. flat, square or round bars etc. all complete D.S.R.9.48.1 2018

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

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

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

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.D.S.R. 13.80

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer.D.S.R 13.41.1

Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.D.S.R.13.45.1

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.D.S.R.13.62.1

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.11.41.4 Size of Tile 1000x1000 mm D.S.R.11.41.4

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.D.S.R.11.37

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. D.S.R. 8.31

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab upto 0.50 sqm Granite of any colour and shade Area of slab over 0.50 sqm D.S.R. 8.2.2.2

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/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 rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.D.S.R.22.5

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 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm 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 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 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in 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 Engineer-in-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 3mm 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 D.S.R.22.7

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. D.S.R. CODE 2.6.1

Filing available excavated earth in trenches ,plinth,sides of foundation tec.in layers not exceeding 20cm in the depth ,consolidation each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m D.S.R. CODE 2.25

Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete excluding cost of form work in foundation and floors. D.S.R. CODE 4.1.8

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) D.S.R. CODE 6.1.2

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)D.S.R. CODE 6.4.2

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

15mm thick plaster on the plain in side of mix 1:6 mortor D.S.R. CODE 13.2.2

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) D.S.R. CODE 13.47.1

Providing/fixing Gate of riquired pattern in frames of windows etc. with M.S. flat, square or round bars etc. all completeFixed to steel windows by welding.D.S.R.9.48.1

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.D.S.R.13.62.1

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

Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete including cost of form work in foundation and floors. D.S.R. 4.1.8

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 and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) D.S.R. 5.1.2

R.C.C work including straighting ,cutting ,bending, placing in position and bending all complete TMT D.S.R. 5.22.6

Center ShutteringSuspended floors, roofs, landings, balconies and access platform.D.S.R. 5.9.3

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

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore 18.12.8

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore18.17.6

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 19.30.1

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :100 mm dia. R.C.C. pipe 19.6.1

300 mm dia. R.C.C. pipe

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board510x1040 mm bowl depth 250 mm D.S.R 17.10.2.1

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. inlet connection for flush pipeconnecting with W.C. pan.Concealed work including cutting chases and making good the wallD.S.R. 17.22

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsD.S.R 17.1.1

Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 15mm 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 wall 25 mm dia. nominal bore D.S.R 18.10.3

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including paintingwith anti corrosive bitumastic paint, cutting chases and making good the wall :(internal work) 15mm dia D.S.R 18.11.1

Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 25 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 boreD.S.R 18.19.1:

Providing & Fixing C.P. Brass Long nose bib cock of approved quality conforming to IS standard & weighing not less than 810 gms 15mm nominal bore D.S.R 18.50.1

Providing & Fixing C.P. brass Long boddy bib cock of approved quality conforming to IS standard & weighing not less then690 gms15mm nominal bore D.S.R 18.51.1

Providing & Fixing C.P. brass angle valve for bassion mixer & geyser point of approved make conformin to IS: 893115mm nominal bore D.S.R 18.53.1

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 (110mm dia) 110MM D.S.R 12.41.2

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (75mm dia) 75MM D.S.R 12.41.1

Providing and fixing plain bend of required degree.110 mm D.S.R 12.42.5.1

Providing and fixing plain bend of required degree.75 mm D.S.R 12.42.5.2.

Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories Coupler 110 mm 12.42.1.2

Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for Coupler75 mm 12.42.1.1

p/f on wall face unplasticised - PVC mouldedfittings/accessories 110 mm tee 12.42.3.2 with door

p/f on wall face unplasticised - PVC mouldedfittings/accessories 75 mm tee 12.42.3.1 with door

p/f on wall face unplasticised - PVC mouldedfittings/accessories 110 mm tee 12.42.4.2 without door

p/f on wall face unplasticised - PVC mouldedfittings/accessories 75 mm tee 12.42.4.1 with out door

p/f on wall face unplasticised - PVC mouldedfittings/accessories 110 mm dia plain shoe

p/f on wall face unplasticised - PVC mouldedfittings/accessories 75 mm dia plain shoe

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 & Fixing C.P. brass bib cock approved makeD.S.R 18.15.1

Providing & Fixing C.P. brass Long boddy bib cock D.S.R 18.51.1

Providing and fixing PTMT pillar cock of approved quality and colourD.S.R 18.56.2

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 approved makeD.S.R 18.65

Provding & Fixing C.P Towel rail approved makeD.S.R 17.73.1

Provisiding & Fixing C.P Paper Holder approved MakeD.S.R 17.34.1

Providing & fixing Over Head Shower approved make D.S.R 18.64

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.All kinds of soil.S.O.R 11-1-1-1 MORD 331.60 +12% gst

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix (1:3:6) S.O.R 11-4-1-1 MORD 5365.70 +12% gst

Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.S.O.R 2-6 MISC 778.20 +12% gst

muneshtyagi

MALIK CONSTRUCTION CO.

indian trading company

M/s Atul Kumar

M/s Noorani Enterprises

M/s Ambika Construction Co.