Construction work of non-residential buildings of modern police station Qadri Gate by up grading the Watch and Ward post Qadri Gate under Police Station Kotwali of Farrukhabad district.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m 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.(D.S.R.-2.6.1)

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.(D.S.R.-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 :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).(D.S.R.-4.1.8)

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

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/ Linadane E.C. 20% with 1% concentration.(D.S.R.-2.35.3.1)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto Plinth. Concrete of M25 grade with minimum cement content of 330 kg /Cum (DSR-5.33.1.1)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works above plinth level upto Foor V Level. Concrete of M25 grade with minimum cement content of 330 kg /Cum (DSR-5.33.2.1)

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.-6.1.2)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).(DSR-4.10)

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.DSR-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 (1 cement : 6 coarse sand)(D.S.R.-6.4.2)

Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand)(D.S.R.-6.13.2)

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 of grade Fe-500D or more.DSR-5.22.6

15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand).(DSR-13.5.1)

15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand)(DSR-13.5.2)

12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)(DSR-13.4.2)

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster(DSR-13.9.1)

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.(DSR-5.30)

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 cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick(D.S.R.-11.26.1)

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (D.S.R.-11.37)

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.DSR-8.31

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 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 aggregateD.S.R. 11.3.1

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 thickD.S.R. 11.6.1

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth(DSR-4.17)

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. Single leaf.D.S.R. 9.21.1

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: 35mm thick Double leaf D.S.R. 9.21.1+9.26

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Angle . DSR-10.2

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws(DSR-9.20.3)

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. DSR 10.29.2

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. DSR-13.80

Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)(DSR-13.41.1)

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 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)(Outer surface)(DSR-13.47.1)

Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.(DSR- 14.34)

Providing & fixing Stainless steel 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. (a) 250mm x 16mm . M.R.

Providing and fixing Stainless steel tower bolt with necessary screws etc. complete : (a) 300 x 10mmM.R.

Providing and fixing Stainless steel tower bolt with necessary screws etc. complete : (b) 250 x 10mmM.R

Providing and fixing Stainless steel handles of approved quality & make with necessary screws etc all complete.M.R.

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 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 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.(DSR-22.7.1)

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 shade with ordinary paint of approved brand and manufacture : (M.S. works).(D.S.R.-13.62.1)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes(DSR 10.30.1)

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thickD.S.R. 11.13.1

P/L Over burnt (Jhama) Brick Aggregate: 120 mm to 40 mm size. DSR-2908

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

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concreteD.S.R.-5.9.1

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and StrutsD.S.R.-5.9.6

Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thickD.S.R.-5.9.21

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and accessplatform with water proof ply 12 mm thickD.S.R.-5.9.20

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 requiredWhite Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 17.1.1

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 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 requiredW.C. pan with ISI marked white plastic seat and lid DSR 17.2.1

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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. DSR 17.7.4

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 board 510x1040x200mm DSR 17.10.1.3

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.Semi rigid pipe : 32mm dia DSR 17.28.1.1

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. DSR 17.31

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever requireda) Single half stall urinal with 5 litre P.V.C. automatic flushing cistern DSR 17.5.1

Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade DSR 8.10.2

Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge.15mm nominal bore DSR 17.16A

Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per thedirection of Enginer-in-charge.DSR 17.22A

Providing and fixing CP Brass Single lever lelephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge.a) 15mm dia nominal dia. DSR 17.22B

Providing and fixing C.P. brass shower rose with 15 or 20 mm inleta) 100 mm diameter DSR 18.22.1

Providing and fixing Toilet paper holdera) C.P. brass DSR 17.34.1

Providing & fixing 600x120x5 mm glass self with edges round off, supported on anodiesd aluminium angle framewith C.P. brass bracket and guard rail complete fixed with 40 mmlong screws, rawl plugs etc, complete. DSR 17.33

Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms.DSR 17.71

Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms.DSR 17.73.2

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.110mm diameter DSR 12.41.2

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.DSR 12.22

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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.110mm DSR 12.43.2

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.DSR 12.44

Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(internal work)Exposed on wall50mm dia nominal bore DSR 18.10.6

Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.50mm dia nominal bore. DSR 18.40.6

Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(internal work)Exposed on wall 32 mm dia nominal bore DSR 18.10.4

Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.32 mm dia nominal bore. DSR 18.40.4

Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(internal work) Exposed on wall 25mm dia nominal bore DSR 18.10.3

Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 25mm dia nominal bore. DSR 18.40.3

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.internal work -Exposed on wall20mm dia nominal outer dia pipes DSR 18.7.2

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.internal work -Exposed on wall25mm dia nominal outer dia pipes DSR 18.7.3

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.20 mm dia nominal outer dia pipes DSR 18.8.2

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.25 mm dia nominal outer dia pipes DSR 18.8.3

Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore DSR 18.49.1

Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore DSR 18.51.1

Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 893115mm nominal bore DSR 18.53.1

Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. DSR 18.53A

Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore DSR 18.17.1

Providing and fixing gun metal gate valve with wheel of approved quality.20mm dia nominal bore DSR 18.17.1A

Providing and fixing gun metal gate valve with wheel of approved quality.50mm dia nominal bore DSR 18.17.4

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete25 mm nominal bore DSR 18.18.3

Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS: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. DSR 18.48

Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia.DSR 2.10.1.2

Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100mm diameter DSR 19.1.1

Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.150mm diameter DSR 19.1.2

Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.200mm diameter DSR 19.1.3

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.100mm diameter S.W. Pipe DSR 19.2.1

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.150mm diameter S.W. Pipe DSR 19.2.2

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.200mm diameter S.W. Pipe DSR 19.2.3

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 of 300x300 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:150 x 100 mm. size P typeWith Sewer bricks conforming to IS : 4885 DSR 19.4.2.2

Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75(i) For Sewer Line DSR 19.7.1.1

Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75Extra for depth of man hole size 90x80 cm DSR 19.8.1.1

Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work.110 mm O.D.MR

Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.MR

Providing and laying Non pressure NP2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150mm diameter DSR 19.6.2

Providing and laying Non pressure NP2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 250mm diameter DSR 19.6.3

Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of S.W./R.C.C. pipes including bed concrete as per standard design150 mm. dia. RCC Pipe DSR 19.3.2

Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of S.W./R.C.C. pipes including bed concrete as per standard design250 mm. dia. RCC Pipe DSR 19.3.4

Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. DSR 19.16

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 100 to 250mm diameter DSR 19.21.1

Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. not exceeding 80mm dia. DSR 2.10.1.1

Provding and fixing gun metal non return valve of approved quality (screwed end)65 mm nominal boreVertical DSR 18.19.5.2

Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work 25mm nominal bore. DSR 18.12.3

Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work 50mm nominal bore. DSR 18.12.6

Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work 65mm nominal bore. DSR 18.12.7

Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.25 mm diameter pipe DSR 18.41.3

Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.50 mm diameter pipe DSR 18.41.6

Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.65 mm diameter pipe DSR 18.41.7

Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.25 mm nominal bore DSR 18.17.1

Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.50 mm nominal bore DSR 18.17.4

Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.65 mm nominal bore DSR 18.17.5

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With F.P.S. bricks DSR 18.33.1

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm dia nominal bore DSR 18.13.1

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 50 to 80 mm dia nominal bore DSR 18.13.2

Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m to 3.0m. Depth DSR 2.6.1+2.26.1

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1

Centring and shuttering including struting , proping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platform. DSR 5.9.3

Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:With 20x20mm square bar DSR 19.15.1

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.Drilling of 300mm dia bore hole manually. DSR 23.1.1

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia DSR 23.4.2

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.5

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.DSR 23.6

Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.7

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. DSR 23.8

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. (400 mm Dia) DSR 23.1.1.3

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR 23.12

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (200 mm Dia) DSR 23.3.3

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with.ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (200 mm Dia) DSR 23.4.3

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:.200 mm cap DSR-23.13.3

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia having minimum wall thickness 5.00 mm DSR 23.10.1

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm clamp . DSR-23.14.3

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. of: 100 mm Dia . DSR-23.14.1

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). of: 200 mm Dia DSR-23.15.3

Nylon mesh for filter.

Plastic Rope.

Solvent Cement.

7.5 HP 9 Stage submersible pump of ISI mark with automatic panel.

4 sqm submersible cable.

Supportng wire with plastic coated.

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR 11.5

Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. DSR 19.15.1

Providing and fixing C.I. tee at the inlet and outlet of septic tank. DSR 7087

Providing & fixing 75mm dia vent pipes. DSR 17.35.2.1

Providing & fixing of 75mm dia cast iron terminal guard. DSR 17.56.2.1

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. L.D. -2.5- Circular shape 450mm internal diameter DSR 19.19.1.3

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks DSR 19.32.1

supply and fixing of 2 HP motar for water pumping . MR

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 20 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm. DSR-11.41.2

Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm. DSR-11.47.2

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).DSR-9.23

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm. DSR-9.62.2

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378).250x10 mm. DSR-9.63.1

Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) 150MM. DSR-9.67.1

Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 Sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineerin- Charge.DSR-22.22A

Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.15mm nominal bore DSR 18.21.2.1

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements or inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.(80x1.25 mm M.S. laths with 1.25 mm thick top cover)DSR-10.6.1.

Brick work with common burnt clay (non modular) bricks of class -150 in superstructure above plinth level up to floor V level in all shapes and sizes in ::Cement mortar 1:4 (1 cement : 4 coarse sand) DSR-6.4.1

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

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) DSR- 16.78.2

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. DSR 16.91.2

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.3

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.(D.S.R.-2.25a)

Wiring for light point/ fan point/ exhaust fan point/ call bell poin with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch, modular plate, suitable G.I box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group C (D.S.R. No.- 1.10.3)

Wiring for twin control light with 1.5 Sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable G.I box and earthing the point with 1.5 sq. mm FRLSH PVC insulated copper conductor single core cable etc. as required. (D.S.R. No.-1.11)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 x 2.5 sq. mm earth wire (D.S.R. No.-1.14.2)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 x 4 sq. mm earth wire (D.S.R. No.-1.14.3)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 6 sq. mm + 1 x 6 sq. mm earth wire. (D.S.R. No.-1.14.4)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 10 sq. mm + 1 x 6 sq. mm earth wire (D.S.R. No.-1.14.5)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 16 sq. mm + 1 x 6 sq. mm earth wire. (D.S.R. No.-1.14.6)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 16 sq. mm + 2 x 6 sq. mm earth wire. (D.S.R. No.-1.14.11)

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 100 mm x 100 mm x 60 mm deep (D.S.R. No.-1.22.2)

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 180 mm x 100 mm x 60 mm deep (D.S.R. No.-1.22.5)

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 200 mm x 250 mm x 60 mm deep (D.S.R. No.-1.22.9)

Supplying and fixing of suitable size G.I. box with modular plate and cover in front on surface or in racess, including providing & fixing 3 pin 5/6 Amp. modular socket outlet & 5/6 Amp. modular switch, connections extraa as required. (D.S.R. No.-1.31)

Supplying and fixing of suitable size G.I. box with modular plate and cover in front on surface or in racess, including providing & fixing 3 pin 15/16 Amp. modular socket outlet & 15/16 Amp. modular switch, connections extraa as required. (D.S.R. No.-1.32)

Supplying and fixing 3 pin, 5 A celling rose on the existing junction box/wooden block including connection etc. as required. (D.S.R. No.-1.33)

Supplying and fixing brass batten / angle holder including connection etc. as required. (D.S.R. No.-1.34)

Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. (D.S.R. No.-1.38)

Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. (D.S.R. No.-1.50.1)

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way, Double door (D.S.R. No.-2.3.2)

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 12 way, Double door (D.S.R. No.-2.3.3)

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way(4 + 12), Double door (D.S.R. No.-2.4.1)

Supply and fixing of following surface/racess mounting vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected duly powder painted, inclusive of 200 A tinned copper busbar, common neutral link, earthbar, dinbar for mounting MCBs (but without MCBs and Incomer) as required. 4 way (4+12), Double Door (D.S.R. No.-2.5.1)

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single Pole (D.S.R. No.-2.10.1)

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Double Pole (D.S.R. No.-2.10.3)

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple Pole (D.S.R. No.-2.10.4)

Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required. 1.57

Supplying and fixing Cable End Box (Loose wire box) (IP 43) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with testing and commissioning etc. as required. for 8 way, Double door SPN MCB DB (D.S.R. No.-2.23.2)

Supplying and fixing Cable End Box (Loose wire box) (IP 43) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with testing and commissioning etc. as required. for 10 way, Double door SPN MCB DB (D.S.R. No.-2.23.3)

Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. For 4 way, Double door TPN MCBDB (D.S.R. No.-2.24.1)

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (D.S.R. No.-5.4)

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. (D.S.R. No.-5.15)

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. (D.S.R. No.-5.12)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.240 sq.mm 3 1/2 (62 mm) (D.S.R. No.-9.1.29)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 50 sq.mm 3 1/2 (35 mm) (D.S.R. No.-9.1.22)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 70 sq.mm 3 1/2 (38 mm) (D.S.R. No.-9.1.23)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 35 sq.mm 3 1/2 (32 mm) (D.S.R. No.-9.1.21)

Supply, Installation, Testing and commissioning of 1200 mm sweep BEE 5 star Rated, Ceiling fan with Brush Less Direct current (BLDC) Motor, Class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS:374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. Complete as required. (D.S.R. No.-19.1)

Supply and fixing of LED tube light with heavy duty Metal box type tube light fitting 1 x 22 watt suitable for upto 1 x 22 watt LED polycarbonate tube light complete including to suitable for both surface and suspended complete in all respect. CAT-AAA 2620 system lumens, >110Im/W, PF>0.95, THD<10% CRI>80, sheet thickness minimum 0.8 mm, Tube with aluminium heat sink >300 V over voltage protection, 2.5 KV internal surge protection, with 5 Year warantee. (23.07)

Supply and fixing of IP 20, Front Lit, Mid Power SMD type LED Light, recess/Surface mounting round 18 Watt to 20Watt , Cut out Min 150mm, Height Min 40 mm,, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, High purity / transmisivity UV Stabilized Non yellowish diffuser/ Reflector for uniform light distribution, detachable driver set, suitable for 24 Hr Continuous Operation, Complete in All respect. CAT-AAA 2160-2400 system lumens, >120 Lm/W, PF>0.95, THD <10% at full load, CRI >80, , >300V over voltage portection, 2.5 KV internal Surge Protection, with 5 years warrantee. (23.03)

Supply and fixing of water tight oblong 10 watt LED Bulkhead lumaniare having die cast housing with driver set confirming to IP65 and above protection, Complete in all respect. CAT-AAA 1100 system lumens, 110 Im/W, PF>0.95, with 5 Year warantee. (23.11)

Supply and Laying of Aluminium Conductor PVC insulated armoured served sheathed cables 1100 V grade at depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with brunt bricks on sides and on top as directed by Engineer in charge complete in all respect in all respect including excavation and reffilling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 240 sq.mm 3 1/2 core (20a.1.18)

Supply and Laying of Aluminium Conductor PVC insulated armoured served sheathed cables 1100 V grade at depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with brunt bricks on sides and on top as directed by Engineer in charge complete in all respect in all respect including excavation and reffilling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sq.mm 3 1/2 core (20a.1.12)

Supply and Laying of Aluminium Conductor PVC insulated armoured served sheathed cables 1100 V grade at depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with brunt bricks on sides and on top as directed by Engineer in charge complete in all respect in all respect including excavation and reffilling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 70 sq.mm 3 1/2 core (20a.1.13)

Supply and Laying of Aluminium Conductor PVC insulated armoured served sheathed cables 1100 V grade at depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with brunt bricks on sides and on top as directed by Engineer in charge complete in all respect in all respect including excavation and reffilling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.35 sq.mm 3 1/2 core (20a.1.11)

Providing and fixing circular /Hexagonal GI box for celling fan clamp, of internal dia 140 mm, 73 mm height, top lis of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into th GI box by means of 3.3 mm dia round headed screw, one lock at the corners, clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Civil DSR 2023 vol-1 10.18

Supply and fixing of 7 Watt LED Bulb. Havells or Eq.

Supply of Metallic body fresh air fan 230 mm. sweep Havells or Eq.

Supply of Heavy Duty Exhaust Fan 300 mm. sweep 900 RPM complete in all respect.Havells or Eq.

Supply and fixing of 63 Amp./415 V on load change over switch complete in all respect Havells or Eq. make

Supply and fixing of 100 Amp. FP 25 (KA) MCCB complete in all respect Legrand Eq. make

Supply and fixing of 63 Amp. FP MCB (10 KA) C-Series Havells or Eq.

Supply and fixing of 32 Amp. FP MCB (10 KA) C-Series Havells or Eq.

Supply and fixing of 32 Amp. TP MCB (10 KA) C-Series Havells or Eq.

Supply and fixing of 40 Amp. DP MCB (10 KA) C-Series Havells or Eq.

Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation,conforming to IS-325. M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.Suitable cement concrete foundation duly plastered and with anti vibration pads. 450 lpm at 35 m Head (D.S.R. No.-18.4.2)

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 100 mm dia. (D.S.R. No.-18.7.7)

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 80 mm dia. (D.S.R. No.-18.7.6)

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm dia (D.S.R. No.-18.11.5)

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 80 mm dia. (D.S.R. No.-18.11.4)

Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : Single headed Stainless steel 18.9.2

Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : Stainless Steel (Grade 304) (D.S.R. No.-18.18.2)

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : Stainless Steel (Grade 304) (D.S.R. No.-18.16.2)

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red,conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle.Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 30m (D.S.R. No.-18.17.1)

S.I.T.C. of 1.6 mm thick M.S. Hose Box/ Door Frame, Hose Box capable of accommodating fire Hose Pipes, fittings & accessories. The hose box shall have a front glass with lock and key arrangement & shall be painted with post office red colour (approval shall be taken on the basis of submitted sample before ordering) Cost of fire extinguishers not included in item rate. (Liasioning with civil contractor for making Recessed type mansoary box (by civil contractor).

Supplying installation testing and commissioning of Electrical control panel of cubical construction floor /wall hinged locakable doors dust and vermin proof power coated of approved shade.

Supplying and fixing air vessel made of 250 mm dia, 8mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required. (18.20)

supplying and laying of aluminium conductor pvc insulated armoured served sheathed cable 1100 volte grade on wall surface us directed by Engineer in charge conmplete in all respect including excavation and refilling. the armouring of the cable shall be properly conneected with the earth conductor by clamps etc following size 16 sq mm 4 core (20c.1.9)

Supply and fixing of fire extinguisher, ABC Type 4.00 Kg. capacity (ISI Marked, IS : 15683 & TAC approved) complete with intial charge and wall bracket, along with supply of all materials and labour for proper completion of work.

Supply and fixing of Co2 type fire extinguisher 4.5 Kg. Capacity (ISI Marked 2878 & TAC approved) complete with intial charge and wall bracket, along with supply of all materials and labour for proper completion of work.

Overhead water tank PVC Tank 5000 x 2 =10000.00 Ltr Capacity Civil DSR 18.48

Supply and fixing of Pressure Gage

Providion & fixing of Pressure Switch in M.S. Pipe line including connection etc. as required. (18.22)

Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required 2 way 100 mm dia (D.S.R. No.-18.19.1)

Supply and fixing of 7 mtr. G.I. Octagonal pole of approved make (top dia 01 No . 21657.00 )302.00 "70 mm, Bottom dia 130 mm & Base plate 12 mm thick) having 3 mm, thickness with single arm bracket length of I mtr. length in I :2 :4 RCC foundation boh including the cost of foundation , excavation & back filling and Required T & P complete in all respect. (21.2)

Supply and fixing of LED Street light Fitting with mandatory driver set having die cast aluminium body with toughend glass/ UV stabilized PC Cover and lenses suitable for 75 Watt. to 90 Watt and Confirming to IP 66, and IK07 and above protection having Company LOGO Engraved complete in all respect including Labour. CAT-AAA 9000-10800 system lumens, High Power LED with lenses, 120 Lm/W, PF>0.95, THD <10% at full load, CRI >70,, Potted driver Set in Metal housing (Not Circuitory) Phase to phase Protection at 440V & >300V auto cut and re-start feature, with 5 years warrantee (23.16)

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade in Existing RCC/Hume/Metal pipe as directed by Engineer in charge complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 4 sqmm 4 core (20b.1.6)

Supply and laying of following size DWC HDPE pipe ISI marked along with accessories like socket,bend,couplers etc. confirming to IS:14930 part II complete with firtting and cutting,jointing etc.direct in ground (75cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete. 63 mm dia(OD-63mm &ID 51mm nominal (14.16.1)

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. (D.S.R. No.-5.2)

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) (D.S.R. No.-5.9)

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required(For inverter wiring). 3 X 1.5 sq. mm (D.S.R. No.-1.17.3)