Construction of Over Head Tank ,Under Ground Tank and other works at Saraswati Hi-Tech City ,Naini Allahabad

Amount

PART (A) - Construction of 2No. OHTof 2500 KL with 20 Mtr Staging including Staff Quarter, Boundary wall, Campus Development & other related works.

Construction of INTZ Type R.C.C. Over Head Tank of 2500 KL capacity over 20 m staging from GL to top of the bottom ring beam with a 15 cm free board based on I.S. 1911 Part-III / 1972 including excavation in foundation and refilling the same including supply of all materials , fixing of all accessories and Construction of all appurtenent works mentioned below but excluding the cost of C.I. D/F Pipes,Specials and Sluice Valves. But including Cost of Testing of Bearing capacity of the soil & structural design of R.C.C overhead tank and same shall be approved by the department before execution of the work.

(I) R.C.C. Balcony around the tank 1.00 M wide.

(II) R.C.C. Stair Case from Ground up to the Dome of the tank 1.00 M wide.

(III) Lightening Conductor as per Indian Electicity Rules or as per IS-3043/1966

(IV) Water Level Indicator as per Dept Specification.

(V) 25 mm G.I. Pipe (medium quality) railing with 50x50x6 mm & 1.20 m high Angle Iron Post 1.00 m c/c outer side of the stair case ( pipes in tow rows ) and balcony (pipe in three row )

(VI) 50 CM wide MS Ladder with 50x50x6 mm angle iron and 20 mm rings at 25 cm c/c from balcony to the top dome of the tank and from top dome to bottom dome inside of the tank.

(VII) 75X75 CM Man Hole Cover made of 6.00 mm thick M.S. Plate hinged with 50x50x6 mm Angle Iron frame complete with Locking Device duly painted at the top dome surrounded by GI Pipe Railing 1.00 m dia, top Roof Lantern with Masquito Proof GI wire net at the center of roof of the Top Dome.

(VIII) Fixing Erection in position and jointing of C.I. D/F Pipes with Sluice Valves and overflow etc. claiming the vertical pipes with column by clamps of 50x60mm M.S. flat,1.50 m c/c including the cost of all jointing materials such as nuts, bolts and packings etc. and cartage from store to site of work.

(IX) Snowcem Painting with three coats on outer surface of R.C.C. Over Head Tank with ISI marked snowcem paint.

(X) Painting of MS Ladder, Railing vertical Pipes with ISI marked Enamel Paint with 3 coats of approved quality.

(XI) Floor and Apron at the Ground Level up to 15 cm beyond the entire projected area of the R.C.C. Oer Head Tank with 50 mm thick 1:2:4 P.C.C. laid in panels finished with neat cement in proper slope over and including 15 cm thick 1:4:8 base Concrete as per Deptt. Specificaion and a suitable 15cm dia semi circular P.C.C Drain around the floor with 23 cm thick dwarf wall along the drain in 1:4 cement and coarse sand mortar.

(XII) Sluice Valves Chambers of size 1.00x1.00 M as per type design of the Deptt. Including CI man hole cover of size 75x75xcm in R.C.C. 1:2:4 as per direction of Engineer In Charge.

(XIII) Testing of R.C.C. Over Head Tank for water tightness etc. for proper completion of the work including the arrangement and cost of water.

(XIV) Providing a Suitable Steel Gate of adequate size and strength made of MS Pipes or Angle Iron fixed near first landing of outer stair case as per direction of Engineer In Charge.

Supply of following material including cartage up to site of work and all taxes complete.

(I) Supply of C.I. D/F vertical Pipes, Class-B, D.S.R item 18.71.10 as per IS:1536.

(a) Inlet 600 mm diameter

(b) Outlet 600 mm diameter

(c) Overflow 600 mm diameter

(d) Wash out 150 mm diameter

Supply and Fixing of C.I. D/F Sluice Valves, approved quality, I.S.I. marked,spindle type,suitable for 10.00 kg/cm2 working pressure, including the cost of specials of same specifications for all pipes such as duck foot bend, bell mouth, puddle coller etc as per IS 14846 Class-1 ISI Marked.

(a) Inlet 600 mm diameter

(b) Outlet 600 mm diameter

(c) Wash out 150 mm diameter

C I D/F Specials for all pipes of the same specification such as duck foot bend , bell mouth , puddle collar etc

PART (B) - Construction of Staff Qtr. Boundary wall and other works in water supply campus

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed, all kinds of soil. As per DSR item no.2.8.1

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. As per DSR item no.2.25

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1cement :5coarse sand :10graded stone aggregate 40 mm nominal size), As per DSR item no.4.1.10

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) . As per DSR item no.6.1.2

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate 12.5 mm nominal size), As per DSR item no.4.10

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). As per DSR item No.4.1.2 (in plinth bend)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. As per DSR item No.5.22.6

Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. As per DSR item no.4.13

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 (1cement :6coarse sand) As per DSR item no.6.4.2

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 1:4 (1cement : 4coarse sand) As per DSR item no.6.4.1

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:3 (1cement : 3coarse sand), As per DSR item no.6.13.1

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). As per DSR item no.5.3

Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.

(a) For Lintel Bend. As per DSR item no. 5.9.21

(b) Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick.

(c )For Slab. As per DSR item no.5.9.20

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, 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 (1Cement : 3coarse sand : 6graded stone aggregate 20 mm nominal size), As per DSR item no.10.13.1

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 openings /wooden frames with rawl plugs screws etc. As per DSR item no.9.48.2

12 mm cement plaster of mix : 1:6 (1cement : 6fine sand). As per DSR item no.13.1.2

Cement concrete flooring 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. As per DSR item no.11.3.1

Cement plaster 1:3 (1cement : 3coarse sand) finished with a floating coat of neat cement. 12 mm Cement Plaster. As per DSR item no.13.7.1

Cement plaster 1:3 (1cement : 3coarse sand) finished with a floating coat of neat cement. 20 mm thick Cement Plaster on rough surface. As per DSR item no.13.9.2

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. As per DSR item no.9.21.1

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 As per DSR item no.9.96.2

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 : 300x10 mm. As per DSR item no. 9.97.1

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 : 150x10 mm. As per DSR item no.9.97.4

Providing and fixing aluminium handles, 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 : 125 mm. As per DSR item no.9.100.1

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. As per DSR item no.9.101.1

Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick. As per DSR item no.11.13.1

6 mm cement plaster 1:3 (1cement : 3fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. As per DSR item no.13.17

Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG-10. As per DSR item no.12.15

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1clay : 1cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : 12.16.1 With common burnt clay F.P.S.(non modular) brick tile of class designation 10. As per DSR item no.12.16.1

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 water thinnable priming coat with cement primer. As per DSR item no.13.41.1

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). As per DSR item no.13.44.1

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. As per DSR item no.13.61.1

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. As per DSR item no.11.36

Providing and fixing on wall face 100mm dia unplasticised Rigid PVC rain water pipes including clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. As per DSR item no.12.41.2 & 12.43.2

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12mm mud mortar,including filling joints with Ganga sand,with common burnt clay non modular bricks. As per DSR item no.11.2

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 rests. As per DSR item no.17.1.1

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32m dia. As per DSR item no.17.25.2.1

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40m dia. As per DSR item no.17.28.2.2

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern. As per DSR item no.17.4.1

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 550x400 mm with a pair of 15 mm C.P. brass pillar taps. As per DSR item no.17.7.3

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. As per DSR item no.17.31

Providing & Fixing GI pipes complete with GI fittings and clamps including making good the walls etc. concealed pipe including painting with anti corrosive bitumasticpaint, cutting chases and making good the wall. 15 mm dia nominal bore. As per DSR item no.18.11.1

Providing & Fixing GI pipes complete with GI fittings and clamps including making good the walls etc. concealed pipe including painting with anti corrosive bitumasticpaint, cutting chases and making good the wall. 20mm dia nominal bore. As per DSR item no.18.11.2

Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. 100mm dia pipe. As per DSR item no.17.35.1.2

Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 75mm dia pipe. As per DSR item no.17.35.2.2

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1fine sand) including testing of joints etc. complete : 150mm diameter. As per DSR item no.19.1.2

Providing and laying cement concrete 1:5:10 (1cement : 5coarse sand : 10graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150mm diameter. As per DSR item no.19.2.2

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. As per DSR item no.19.4.2.1

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. As per DSR item no.17.60.2.1

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore. As per DSR item no.18.51

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore. As per DSR item no.18.52

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20mm nominal bore. As per DSR item no.18.18.2

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. As per DSR item no.18.17.1

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. As per DSR item no.18.48

Providing and fixing uplasticised PVC connection pipe with brass unions : 15mm nominal bore. As per DSR item no.18.21.21

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 : 510x1040 mm bowl depth 200 mm. As per DSR item no.17.10.1.3

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1cement : 3coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. As per DSR item no.12.22

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. As per DSR item no.10.30.1

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 existing floor. With Chlorpyriphos/Lindane E.C. 20%with 1%concentration. As per DSR item no.2.35.3.1

Supplying and filling in plinth with local sand under floors, including watering, ramming consolidating and dressing complete. As per DSR item no.2.27

Providing and laying cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) in retaining walls return walls walls (any thickness) including attached pilasters, columns piers abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks anchor blocks plain window sills, fillets sunken floor etc. upto floor five level excluding the cost of centering shuttering and finishing. As per DSR item no.4.2.3

12 mm cement plaster of mix 1: 4 (1cement : 4fine sand) on top. As per DSR item no.13.1.1

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). As per DSR item no.13.46

Ist Class brick work 1:4 cement and coarse sand mortar in foundation including supply of all materials,labours,T&P etc. required for proper completion of the work .As per DSR item no.6.1.1

M.S. Iron work Iron work in heavy sizes section such astrusses built up gates and doors frames record rack, roof work gate etc. wrought to required from including drilling holes revetting or wilding where necessary and also including supply of all steel bolts nuts etc. and the fixinfg required for proper completion of the work . As per DSR item no.10.25.2

Painting & varnishing 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 shade with ordinary paint of approved brand and manufacture.

Cement concrete in 1:4:8 proportion with cement, coarse sand 40mm gauge approved stone ballast in foundation and under floor including supply of all material, labour T&P etc. required for proper completion of the work. As per DSR item no.4.1.8

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) As per DSR item no.4.2.2

P.C.C 1:2:4 in wearing coat including cost of all material, labour,T&P etc

Centering and shuttering including strutting, propping etc. and emoval of form work for : Columns, piers, abutments, pillars, posts and struts. As per DSR item no.4.3.3

Pointing on tile brick work with cement mortar 1:3 (1cement : 3fine sand) Flush/ Ruled/ Struck or weathered pointing.

PART(C) - Construction of One No. UGTof 4300 KL & One No. UGTof 1000 KL, Staff Quarter, Boundary wall, Campus Development & other related works.

Design, testing bearing capacity of soil and construction of sunk Sump clear Water Reservoir of 4300 KL capacity R.C.C M-25 grade concrete including spply of necessary scaffolding, shuttering and other accessories alongwith construction of valve chambers, fixing of inlet and outlet pipes, making bye pass arrangement & fixing of lightening conductor & M.S manhole, supply and fixing of M.S steel Ladder outside and iniside the tank and fixing of railing around top Dome / Slab as per approved design of R.C.C. tank in latest IS codes including colour washing of approved class snowcem and also connection with the existing network alongwith Supply & fixing of MS hot dip galvonoized puddle flanges as required dia to be provided as per the drawings (in the structural slab and wall ) of various diameters. Puddle flanges shall be provided for all the structural component of the U.G.T. The installation of the puddle flanges shall be carried out by Civil Contractor in accordance to the Civil GA drawings (to be prepared by the contractor) at the required levels and position, under the supervision of the Engineer In charge and also including cost & carting of all materials includung supply of all materials,labour,T&P etc. complete.

Design, testing bearing capacity of soil and construction of sunk Sump clear Water Reservoir of 1000 KL capacity R.C.C M-25 grade concrete including spply of necessary scaffolding, shuttering and other accessories alongwith construction of valve chambers, fixing of inlet and outlet pipes, making bye pass arrangement & fixing of lightening conductor & M.S manhole, supply and fixing of M.S steel Ladder outside and iniside the tank and fixing of railing around top Dome / Slab as per approved design of R.C.C. tank in latest IS codes including colour washing of approved class snowcem and also connection with the existing network alongwith Supply & fixing of MS hot dip galvonoized puddle flanges as required dia to be provided as per the drawings (in the structural slab and wall ) of various diameters. Puddle flanges shall be provided for all the structural component of the U.G.T. The installation of the puddle flanges shall be carried out by Civil Contractor in accordance to the Civil GA drawings (to be prepared by the contractor) at the required levels and position, under the supervision of the Engineer In charge and also including cost & carting of all materials includung supply of all materials,labour,T&P etc. complete.

Construction of Staff Qtr, Boundary wall and other works

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed, all kinds of soil. As per DSR item no.2.8.1

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. As per DSR item no.2.25

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1cement :5coarse sand :10graded stone aggregate 40 mm nominal size), As per DSR item no.4.1.10

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) . As per DSR item no.6.1.2

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate 12.5 mm nominal size), As per DSR item no.4.10

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). As per DSR item No.4.1.2 (in plinth bend)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. As per DSR item No.5.22.6

Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. As per DSR item no.4.13

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 (1cement :6coarse sand) As per DSR item no.6.4.2

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 1:4 (1cement : 4coarse sand) As per DSR item no.6.4.1

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:3 (1cement : 3coarse sand), As per DSR item no.6.13.1

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). As per DSR item no.5.3

Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.

(a) For Lintel Bend. As per DSR item no. 5.9.21

(b) Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick.

( c ) For Slab. As per DSR item no.5.9.20

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, 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 (1Cement : 3coarse sand : 6graded stone aggregate 20 mm nominal size), As per DSR item no.10.13.1

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 openings /wooden frames with rawl plugs screws etc. As per DSR item no.9.48.2

12 mm cement plaster of mix : 1:6 (1cement : 6fine sand). As per DSR item no.13.1.2

Cement concrete flooring 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. As per DSR item no.11.3.1

Cement plaster 1:3 (1cement : 3coarse sand) finished with a floating coat of neat cement. 12 mm Cement Plaster. As per DSR item no.13.7.1

Cement plaster 1:3 (1cement : 3coarse sand) finished with a floating coat of neat cement. 20 mm thick Cement Plaster on rough surface. As per DSR item no.13.9.2

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. As per DSR item no.9.21.1

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 As per DSR item no.9.96.2

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 : 300x10 mm. As per DSR item no. 9.97.1

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 : 150x10 mm. As per DSR item no.9.97.4

Providing and fixing aluminium handles, 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 : 125 mm. As per DSR item no.9.100.1

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. As per DSR item no.9.101.1

Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick. As per DSR item no.11.13.1

6 mm cement plaster 1:3 (1cement : 3fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. As per DSR item no.13.17

Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG-10. As per DSR item no.12.15

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1clay : 1cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : 12.16.1 With common burnt clay F.P.S.(non modular) brick tile of class designation 10. As per DSR item no.12.16.1

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 water thinnable priming coat with cement primer. As per DSR item no.13.41.1

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). As per DSR item no.13.44.1

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. As per DSR item no.13.61.1

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. As per DSR item no.11.36

Providing and fixing on wall face 100mm dia unplasticised Rigid PVC rain water pipes including clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. As per DSR item no.12.41.2 & 12.43.2

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12mm mud mortar,including filling joints with Ganga sand,with common burnt clay non modular bricks. As per DSR item no.11.2

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 rests. As per DSR item no.17.1.1

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32m dia. As per DSR item no.17.25.2.1

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40m dia. As per DSR item no.17.28.2.2

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern. As per DSR item no.17.4.1

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 550x400 mm with a pair of 15 mm C.P. brass pillar taps. As per DSR item no.17.7.3

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. As per DSR item no.17.31

Providing & Fixing GI pipes complete with GI fittings and clamps including making good the walls etc. concealed pipe including painting with anti corrosive bitumasticpaint, cutting chases and making good the wall. 15 mm dia nominal bore. As per DSR item no.18.11.1

Providing & Fixing GI pipes complete with GI fittings and clamps including making good the walls etc. concealed pipe including painting with anti corrosive bitumasticpaint, cutting chases and making good the wall. 20mm dia nominal bore. As per DSR item no.18.11.2

Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. 100mm dia pipe. As per DSR item no.17.35.1.2

Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 75mm dia pipe. As per DSR item no.17.35.2.2

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1fine sand) including testing of joints etc. complete : 150mm diameter. As per DSR item no.19.1.2

Providing and laying cement concrete 1:5:10 (1cement : 5coarse sand : 10graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150mm diameter. As per DSR item no.19.2.2

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. As per DSR item no.19.4.2.1

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. As per DSR item no.17.60.2.1

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore. As per DSR item no.18.51

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore. As per DSR item no.18.52

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20mm nominal bore. As per DSR item no.18.18.2

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. As per DSR item no.18.17.1

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. As per DSR item no.18.48

Providing and fixing uplasticised PVC connection pipe with brass unions : 15mm nominal bore. As per DSR item no.18.21.21

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 : 510x1040 mm bowl depth 200 mm. As per DSR item no.17.10.1.3

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1cement : 3coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. As per DSR item no.12.22

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. As per DSR item no.10.30.1

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 existing floor. With Chlorpyriphos/Lindane E.C. 20%with 1%concentration. As per DSR item no.2.35.3.1

Supplying and filling in plinth with local sand under floors, including watering, ramming consolidating and dressing complete. As per DSR item no.2.27

Providing and laying cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) in retaining walls return walls walls (any thickness) including attached pilasters, columns piers abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks anchor blocks plain window sills, fillets sunken floor etc. upto floor five level excluding the cost of centering shuttering and finishing. As per DSR item no.4.2.3

12 mm cement plaster of mix 1: 4 (1cement : 4fine sand) on top. As per DSR item no.13.1.1

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). As per DSR item no.13.46

Ist Class brick work 1:4 cement and coarse sand mortar in foundation including supply of all materials,labours,T&P etc. required for proper completion of the work .As per DSR item no.6.1.1

M.S. Iron work Iron work in heavy sizes section such astrusses built up gates and doors frames record rack, roof work gate etc. wrought to required from including drilling holes revetting or wilding where necessary and also including supply of all steel bolts nuts etc. and the fixinfg required for proper completion of the work . As per DSR item no.10.25.2

Painting & varnishing 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 shade with ordinary paint of approved brand and manufacture.

Cement concrete in 1:4:8 proportion with cement, coarse sand 40mm gauge approved stone ballast in foundation and under floor including supply of all material, labour T&P etc. required for proper completion of the work. As per DSR item no.4.1.8

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) As per DSR item no.4.2.2

P.C.C 1:2:4 in wearing coat including cost of all material, labour,T&P etc

Centering and shuttering including strutting, propping etc. and emoval of form work for : Columns, piers, abutments, pillars, posts and struts. As per DSR item no.4.3.3

Pointing on tile brick work with cement mortar 1:3 (1cement : 3fine sand) Flush/ Ruled/ Struck or weathered pointing.

M/S C.K. ENTERPRISES

MULTIURBAN INFRA SERVICES PVT. LTD.