Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil. as per DSR No. 2.6.1 |
| 2 | 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.. as per DSR No. 2.25,a |
| 3 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.. as per DSR No. 2.27 |
| 4 | Construction of drain along apron.Size 150 X 150mm.. as per AR-I |
| 5 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.. as per DSR No. 4.1.8 |
| 6 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.. as per DSR No. 2.35.3 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in Plinth Band Ground floor. as per DSR No. 5.1.2 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). R.C.C. work in Lintel. as per DSR No. 5.3 |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) First floor. as per DSR No. 5.2.2 |
| 10 | Class 150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.. as per DSR No. 6.1.2 |
| 11 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) Ground floor First floor. as per DSR No. 6.4.2 |
| 12 | Half brick masonry with (Class M-150 First Class Brick) in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) Ground Floor & First floor. as per DSR No. 6.13.2 |
| 13 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size). as per DSR No. 4.1 |
| 14 | 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.. as per DSR No. 4.13 |
| 15 | Providing and laying \\"brick coba\\" 120mm thick laid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finised smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonany Coba with top finised plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T& P etc complete for proper completion of work. . as per DSR No. 22.7.1 |
| 16 | Supply & fixing of flush door commercial quality conforming to I.S. : 2202 Part I (1983) including fixing of wooden cleats & stopper and including fixing and adjustment of hinges , Bolts locks , handles , springs , fitting with necessary screws to be supplied departmentally.Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)Both SIde Laminated (35mm thick). as per DSR No. -9.21.1+9.22.1*2 |
| 17 | Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I). as per DSR No. 9.23 |
| 18 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). as per DSR No. 10.15.1 |
| 19 | Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws 35 mm thick shutters Second class teak wood.. as per DSR No. 9.134.1.2.1 |
| 20 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 2nd class teak wood beading 62X19 mm.. as per DSR No. 9.51.1 |
| 21 | TMT Fe-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. Ground Floor & First floor. as per DSR No. 5.22.6 |
| 22 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M.. as per DSR No. 13.5.1 |
| 23 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25. as per DSR No. 13.4.2 |
| 24 | 15Mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25. as per DSR No. 13.5.2 |
| 25 | 12mm thick plaster in 1:3 cement & coarse sand on ceiling and soffits of stairs upto floor two level. Ground & first. as per DSR No. 13.9.1 |
| 26 | Making grooves 10 to 12 mm widex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required.. as per DSR No. 13.76 |
| 27 | Making drip Coarse in sunshade & Parapet.. as per DSR No. 5.3 |
| 28 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm. as per DSR No. 11.41.2 |
| 29 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm. as per DSR No. 11.46.2 |
| 30 | Supply and fixing 6 mm (1/4\\") thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. Anti Skid Tiles. as per DSR No. 11.37A |
| 31 | 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.. as per DSR No. 11.26.1 |
| 32 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.. as per DSR No. 11.27 |
| 33 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc.Area of slab over 0.50 sqm [ Granite ]. as per DSR No. 8.2.2.2 |
| 34 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. as per DSR No. 8.3.1 |
| 35 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).. as per DSR No. 11.3.1 |
| 36 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. as per DSR No. 11.13.1 |
| 37 | 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. as per DSR No. 13.62.1 |
| 38 | 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) with base of wall putty .. . as per DSR No. 13.47.1 |
| 39 | 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.. as per DSR No. 13.41.1 |
| 40 | 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.. as per DSR No. 13.8 |
| 41 | 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 No. 10.30.1 |
| 42 | Providing & fixing S.S. sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . . as per MR |
| 43 | Providing and fixing S.S. Steel tower bolts with necessary screws etc. complete (a) 250mm x 10mm.. as per MR |
| 44 | (b) 200mm x 10mm.. as per MR |
| 45 | Providing and fixing S.S. Steel handles with screws etc. complete (a) 125 mm. as per MR |
| 46 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. as per DSR No. 9.82 |
| 47 | Providing and fixing ISI marked Oxidised iron tower bolt with 10 mm dia and screw. (for Window) (i) 100 mm long. as per DSR No. 9.63.4 |
| 48 | Providing and fixing ISI marked Oxidised iron door handles with screws 100 mm long. (for Window). as per DSR No. 9.66.2 |
| 49 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 250 mm weighing not less than 150 grams. as per DSR No. 9.68.2 |
| 50 | Providing and fixing ISI marked bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.. as per DSR No. 9.76 |
| 51 | Providing and fixing ISI marked aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. as per DSR No. 9.83 |
| 52 | Providing and fixing ISI marked magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Triple strip (horizontal type). as per DSR No. 9.114.1 |
| 53 | Providing & laying of light cinder filling under floor of toilets & other sunken roofs.. as per MR |
| 54 | 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.. as per DSR No. 22.5 |
| 55 | P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. . as per DSR No. 9.46.3 |
| 56 | PROVIDING AND FIXING CUp board shutters with 25mm thick veneered particle board IS: 3097 marked exterior grade (Grade 1) of approved make including lind class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel plano hinges complete as per direction of Engineer-in Charge. With decorative veneering on one side and commercial veneering on other side. as per DSR No. 9.130.1 |
| 57 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete.. as per DSR No. 5.9.1 |
| 58 | Columns,Pillars, Piers, Abutments, Posts and Struts.. as per DSR No. 5.9.6 |
| 59 | Lintels, beams, plinth beams, girders, bressumers and cantilevers.. as per DSR No. 5.9.5 |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform. Suspended floors, roofs, landings, balconies and access platform.. as per DSR No. 5.9.3 |
| 61 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquitoproof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid. as per DSR No. 17.3.1 |
| 62 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer. as per |
| 63 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.. as per DSR No. 17.22A |
| 64 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.. as per DSR No. 17.72 |
| 65 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter. as per DSR No. 18.22.1 |
| 66 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.. as per DSR No. 17.73.2 |
| 67 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.. as per DSR No. 18.65 |
| 68 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 15 mm nominal bore . as per DSR No. 18.53.1 |
| 69 | Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore. as per DSR No. 18.21.2.1 |
| 70 | Providing and fixing Stainless Steel AISI 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 No. 17.10.1.3 |
| 71 | Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 32mm Dia. as per DSR No. 17.28.2.1 |
| 72 | Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 40mm Dia. as per DSR No. 17.28.2.2 |
| 73 | 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 No. 17.31 |
| 74 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore. as per DSR No. 18.49.1 |
| 75 | Providing and 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. as per DSR No. 18.51.1 |
| 76 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15mm nominal bore. as per |
| 77 | 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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge.15 mm nominal outer dia Pipes. as per DSR No. 18.8.1 |
| 78 | 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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes. as per DSR No. 18.8.2 |
| 79 | 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 1.00 m 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. 20 mm nominal bore. as per DSR No. 18.7.2 |
| 80 | Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 20 mm nominal bore . as per DSR No. 18.10.2 |
| 81 | Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 25 mm nominal bore . as per DSR No. 18.10.3 |
| 82 | Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 32 mm nominal bore . as per DSR No. 18.10.4 |
| 83 | Providing , checking, storing, fixing in position of approved quality Screwed ends Brass float valve with brass ball float and PTFE seat suitable for Body test pressure of 15Kg/sqcm of the following sizes: 40mm . as per NSR |
| 84 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 20mm diameter pipe. as per DSR No. 18.38.2 |
| 85 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25mm diameter pipe. as per DSR No. 18.38.3 |
| 86 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 32mm diameter pipe. as per DSR No. 18.38.4 |
| 87 | 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 nominal bore. as per DSR No. 18.13.1 |
| 88 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore. as per DSR No. 18.17.1A |
| 89 | 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.. as per DSR No. 18.48 |
| 90 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia (for rain water). as per DSR No. 12.41.2 |
| 91 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. 110 mm dia. as per DSR No. 12.42.2.2 |
| 92 | Plain bend 87.5 deg. 110 mm dia. as per DSR No. 12.42.5.2 |
| 93 | Providing and fixing unplasticised -PVC pipe 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. 110 mm dia. as per DSR No. 12.43.2 |
| 94 | 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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.. as per DSR No. 12.22 |
| 95 | Providing, fixing, jointing and testing, PVC/ SWR pipes to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain 75 mm . as per PCR |
| 96 | Providing, fixing, jointing and testing, PVC/ SWR pipes to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain 110 mm . as per PCR |
| 97 | Exposed on Wall & up to Manhole (Soil & Waste Pipe) 110 mm . as per PCR |
| 98 | 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.. as per PCR |
| 99 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. Size 75 mm. as per PCR |
| 100 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. Size 110 mm. as per |
| 101 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. Size 75/90 mm. as per PCR |
| 102 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. Size 110 mm. as per PCR |
| 103 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. Size 75x75x75 mm. as per PCR |
| 104 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. Size 110x110x110 mm. as per PCR |
| 105 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. Size 75 mm. as per PCR |
| 106 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. Size 110 mm. as per PCR |
| 107 | Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia. as per DSR No. 18.58.1.1 |
| 108 | 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 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 M-150. as per DSR No. 19.4.2.1 |
| 109 | Providing, laying PVC/SWR pipe including testing of joints etc. complete: 110 mm diameter. as per |
| 110 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round pipes including bed concrete as per standard design: 110mm dia Pipe. as per DSR No. 19.2.1 |
| 111 | Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mm diameter. as per DSR No. 2.10.1.2 |
| 112 | Pipes 80 mm to 300 mm diameter. as per DSR No. 2.10.1.2+2.20.2 |
| 113 | Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter. as per DSR No. 2.20.1 |
| 114 | Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth 1.5 to 3.00 meter. as per DSR No. 2.20.2 |
| 115 | Providing, laying and joining glazed stone ware pipes grade 'A' 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. as per DSR No. 19.1.2 |
| 116 | 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. as per DSR No. 19.2.2 |
| 117 | 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. (i) For Sewer Line. as per DSR No. 19.7.1.1 |
| 118 | Extra for depth for manholes: Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5. as per DSR No. 19.8.1.1 |
| 119 | Inside size 90x120cms and 90cms deep including CI cover with frame (MEDIUM duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line. as per DSR No. 19.7.2.1 |
| 120 | Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5. as per DSR No. 19.8.2.1 |
| 121 | Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 106 mm space between protruded legs having 2 mm thread 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 manufacture'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 20 mm nominal size) complete as per design. . as per DSR No. 19.16 |
| 122 | 65mm nominal bore.. as per DSR No. 18.12.7 |
| 123 | 50mm nominal bore.. as per DSR No. 18.12.6 |
| 124 | 40mm nominal bore.. as per DSR No. 18.12.5 |
| 125 | 32mm nominal bore.. as per DSR No. 18.12.4 |
| 126 | 25mm nominal bore.. as per DSR No. 18.12.3 |
| 127 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 50mm nominal bore.. as per DSR No. 18.17.4 |
| 128 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 40mm nominal bore.. as per DSR No. 18.17.3 |
| 129 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 32mm nominal bore.. as per DSR No. 18.17.2 |
| 130 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 25mm nominal bore.. as per DSR No. 18.17.1 |
| 131 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm 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 . as per DSR No. 18.33.1 |
| 132 | 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 upto1.5m to 3.0m. depth. as per DSR No. 2.8.1+2.29.1 |
| 133 | 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 3.0m to 4.5m. depth. as per DSR No. 2.8.1+2.29.1*2 |
| 134 | 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 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 3.0m to 4.5m. depth. as per DSR No. 2.8.1+2.29.1*3 |
| 135 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.. as per DSR No. 4.1.8 |
| 136 | M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. . as per DSR No. 6.1.1 |
| 137 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. as per DSR No. 5.3 |
| 138 | Fe-500 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. . as per DSR No. 5.22.6 |
| 139 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. H.D. -20- Circular shape 560mm internal diameter. as per DSR No. 19.19.3.1 |
| 140 | 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.. as per DSR No. 23.1.1.1 |
| 141 | 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. as per DSR No. 23.4.2 |
| 142 | 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.. as per DSR No. 23.5 |
| 143 | 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.. as per DSR No. 23.6 |
| 144 | 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.. as per DSR No. 23.7 |
| 145 | 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.. as per DSR No. 23.8 |
| 146 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cement content of 220 kg /cum. as per DSR No. 4.20.1.1 |
| 147 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required exture, including steel form work with sturdy M.S. channel ections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of ngineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. as per DSR No. 16.43.2 |
| 148 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound.. as per DSR No. 16.46.1 |
| 149 | Cost of Trimixing of floor. as per |
| 150 | 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 50 mm 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-35 grade with approved colour design and pattern... as per DSR No. 16.91.2 |
| 151 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cement content of 220 kg /cum. as per DSR No. 4.20.1.1 |
| 152 | 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). as per DSR No. 6.13.2 |
| 153 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.. as per DSR No. 5.3 |
| 154 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.. as per DSR No. 2.8.1 |
| 155 | Construction of drain along apron.Size 150 X 150mm.. as per AR-I |
| 156 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will betaken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be\ paid for separately. For the purpose of measurement the entire treated surface will be measured.. as per DSR No. 22.6 |
| 157 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded 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 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer'sspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.. as per DSR No. 11.4 |
| 158 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick. as per DSR No. 11.6.1 |
| 159 | Supply and fixing rolling shutters of approved make made of 8.25mm (3\\"x18 gauge) cold rolled M.S. path interlocked through out their entire length and joined togather at the end by end locks and mouted on specially designed pipe shaft with brick etc. side guides and arragement for inside and outside locking with push and pull operation complete with excluding the cost top cover and spring.. as per DSR No. 10.6.1 |
| 160 | Providing and fixing ball bearing for rollong shutters.. as per DSR No. 10.7 |
| 161 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches.. as per DSR No. 2.8.1+2.29.1 |
| 162 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches.. as per DSR No. 2.8.1+2.29.1*2 |
| 163 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum. as per DSR No. 4.20.1.1 |
| 164 | M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc required for proper completion of work.. as per DSR No. 6.1.1 |
| 165 | 15 mm cement plaster on plinth side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). as per DSR No. 13.5.1 |
| 166 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729. as per DSR No. 17.35.2.1 |
| 167 | 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). as per DSR No. 19.15.1 |
| 168 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay Class M-150 Brick works. as per DSR No. 19.32.1 |
| 169 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm 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 ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm 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 class-m-150 bricks. as per DSR No. 18.33.1 |
| 170 | Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. Pipes 80 mm to 300 mm diameter. as per DSR No. 2.10.1.2 |
| 171 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 150mm diameter. as per DSR No. 19.6.2 |
| 172 | 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. as per DSR No. 19.2.2 |
| 173 | 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.300 mm dia. as per DSR No. -23.1.1.1 |
| 174 | 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. 150 mm nominal size dia. as per DSR No. -23.3.2 |
| 175 | Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) pipes with ribs, conformingto 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. as per DSR No. -23.4.2 |
| 176 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.. as per DSR No. -23.8 |
| 177 | Providing and fixing suitable size threaded mild steel cap or spot weldedplate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm nominal size dia. as per DSR No. -23.13.2 |
| 178 | Providing and fixing M.S. clamp of required dia to the top of casing/housingpipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts required size complete. 150 mm nominal size dia. as per DSR No. -23.14.2 |
| 179 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottomof pipe assembly of tubewell as per IS:2800 (part I). 150 mm nominal size dia. as per DSR No. -23.15.2 |
| 180 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32mm dia nominal bore. as per DSR No. 18.12.6 |
| 181 | Supply and Installation of 3.0 HP Submirssible pump & panel board etc.+. as per MR |
| 182 | Water supply tanker of 5000 litre capacity. as per DSR No. 7763 |
| 183 | Supply and fixing of nylon jali around the slotted pipescomplete as required. . as per M.R |
| 184 | Supply and steel wire rope of 1/2\\" size. as per MR |
| 185 | Transpolation of boring tools other required euipment and installation of site. as per MR |
| 186 | Supply and fixing of finolex of copper cable ISI marked submersible cable of size 4 sq mm 3 core . as per MR |
| 187 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with piano type switch, phenolic laminated sheet suitable M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group B. as per DSR No. 1.8.2 |
| 188 | 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 piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq. mm FRLSH PVC insulated copper conductor single core cable etc. as required.. as per DSR No. 1.9 |
| 189 | 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 1.5 sq. mm + 1 x 1.5 sq. mm earth wire. as per DSR No. 1.14.1 |
| 190 | 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. as per DSR No. 1.14.2 |
| 191 | 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. as per DSR No. 1.14.3 |
| 192 | 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. as per DSR No. 1.14.4 |
| 193 | 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. as per DSR No. 1.14.6 |
| 194 | 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. as per DSR No. 1.14.11 |
| 195 | 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. as per DSR No. 1.22.2 |
| 196 | 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. as per DSR No. 1.22.5 |
| 197 | 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. as per DSR No. 1.22.9 |
| 198 | Supplying and fixing metal box of 150 mm x 75 mm x 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 a socket outlet and 5/6 A piano type switch, connection, painting etc as required.. as per DSR No. 1.29 |
| 199 | Supplying and fixing metal box of 180 mm x 100 mm x 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connection, painting etc as required.. as per DSR No. 1.3 |
| 200 | Supplying and fixing 3 pin, 5 A celling rose on the existing junction box/wooden block including connection etc. as required.. as per DSR No. 1.33 |
| 201 | Supplying and fixing brass batten / angle holder including connection etc. as required.. as per DSR No. 1.34 |
| 202 | Installation, Testing, Commissioning of wall bracket / celling fittings of all sizes and shapes contaning upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connection etc. as required.. as per DSR No. 1.35 |
| 203 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required.. as per DSR No. 1.38 |
| 204 | Installation of exhaust fan in the existing opening, including making good the damage, connection, Testing, commissioning etc. as required.. as per DSR No. 1.50.1 |
| 205 | Extra for fixing the louvers/shulters complete with frame for a exhaust fan of all sizes.. as per DSR No. 1.51 |
| 206 | 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. as per DSR No. 2.3.2 |
| 207 | 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. as per DSR No. 2.3.3 |
| 208 | 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. as per DSR No. 2.4.1 |
| 209 | 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. as per DSR No. 2.10.1 |
| 210 | 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. as per DSR No. 2.10.3 |
| 211 | Supplying and fixing single pole blanking plate in the existion MCB DB Complete etc. as required.. as per DSR No. 2.11 |
| 212 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A. as per DSR No. 2.15.3 |
| 213 | Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required.. as per DSR No. 2.16 |
| 214 | 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. as per DSR No. 2.23.2 |
| 215 | 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. as per DSR No. 2.23.3 |
| 216 | 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. as per DSR No. 2.24.1 |
| 217 | 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.. as per DSR No. 5.2 |
| 218 | 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. . as per DSR No. 5.12 |
| 219 | 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. 4 X 16 sq. mm (28 mm). as per DSR No. 11.1.33 |
| 220 | 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). 1 X 1.5 sq. mm. as per DSR No. 1.17.1 |
| 221 | 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 (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 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.. as per DSR No. 19.1 |
| 222 | Supply of Heavy Duty Exhaust Fan 300 mm. sweep 900 RPM Single phase complete in all respect. Havells or Eq.. as per A/R |
| 223 | Supply of Metallic body fresh air fan 230 mm. sweep complete in all respect. Havells or Eq.. as per A/R |
| 224 | Supply of Decorative wall mounting brushed nickle finish fixture with open glass diffuser suitable for 9 W LED lamp B22 base. Havells or Eq.. as per A/R |
| 225 | Supply and fixing of 20 W LED Mirror Light the design is a harmonius blend of curves and angles. Havells or Eq.. as per A/R |
| 226 | Supply and fixing of LED tube light with heavy duty metal box type tube light fitting 1x22 watt. Suitable for up to 1x22 watt LED polycarbonate tube light complete including tube suitable for both surface & suspended complete in all respect. CAT-AAA2620 system lumens, >120Lm/W, PF>0.95, THD<10%, CRI>80, sheet thickness min 0.8 mm., tube with aluminium heat sink > 300 V over voltage protection, 2.5 KV internal surge protection with 5 year warrantee.. as per DSR No. 23.7 |
| 227 | Supply and fixing of water tight oblong 10 watt LED bulkhead lumaniare having die cast housing with driver set confirming to IP 65 and above protection complete in all respect. CAT-AAA1200 system lumens, 120Lm/W, PF>0.95, CRI>70> 300V over volatage protection, 4KV internal surge protection, metal housing with 5 year warrantee.. as per DSR No. 23.11 |
| 228 | Supply and fixing of 40 Amp. SP MCB (10 KA) 240 V/415 V, 50 Hz, C-Series Havells or Eq.. as per A/R |
| 229 | Supply and fixing of 40 Amp. DP MCB (10 KA) 240 V/415 V, 50 Hz, C-Series Havells or Eq.. as per A/R |
| 230 | Supply and fixing of 63 Amp. FP MCB (10 KA) 240 V/415 V, 50 Hz, C-Series Havells or Eq.. as per A/R |
| 231 | Supply and fixing of FP metal encloser for MCCB, RCCB, RCBO Make:-Legrand, Havells or Eq.. as per A/R |
| 232 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8 SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing.. as per MR |
| 233 | Supply and fixing one number 8 SWG G.I. wire in 15 mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand labour, T&P other material required for proper completion of the other work as directed at site. as per MR |
| 234 | 35 sqmm 3.5 core. as per MR |
| 235 | 25 sqmm 3.5 core. as per MR |
| 236 | 16 sqmm 4.0 core. as per MR |
| 237 | 10 sqmm 4 core . as per MR |
| 238 | 10 sqmm 2 core . as per MR |
| 239 | 6 sqmm 2 core . as per MR |
| 240 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 30Watt. to 40 Watt. Confirming to IP 66 protection complete in all respect. CAT-AAA. as per MR |
| 241 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 52 watt to 72 Watt. Confirming to IP66 Protection complete in all respect. CAT AAA . as per MR |
| 242 | S/F of M.S. pipe (Class 'B'- IS : 1239) pole suitable for fixing 70 watt. HPSV post top including 4 pole cable junction box with 5 Amp. rewireable fuse fitting and 5 Amp. switch on laminated cover and M.S. box complete with water tight cover including Masonary/PCC (1:3:6) work for erecting the pole and 450x450x450mm base above ground and 2x4sqmm Aluminium wire from cable box to lamp for connection including painting the pole by an approved shade on primer coats and necessary reducers on thetop of pole for fixing of post top lantern. The work shall be complete as required up to the satisfaction of Engg.-in-Charge. 65mm dia 4m long (3m above ground and 1 m below ground).. as per MR |
| 243 | Supply and fixing of steel tubular pole 9.50 M long designed 410 SP-36 in 1:3:6 cement concrete foundation in all respects.. as per MR |
| 244 | Supply and fixing of 75mm x 90mm shackle insulator/100mm x 65mm pin insulator including G.I. bolts/spindle nuts etc. complete in all respects.. as per MR |
| 245 | Supply and fixing of 100mm x 110mm shackle insulator/100mm x 80mm pin insulator including G.I. bolts/spindle nuts etc. complete in all respects.. as per MR |
| 246 | Supply and fixing of 230mm x 32mm x 1.5mm galvanised steel strips including holes for shackle insulators pins and bolts etc. complete in all respects.. as per MR |
| 247 | Supply and erection of 'D' clamps of 50x6mm flat iron on steel tubular poles/steel rail poles with bolts, nuts etc. complete in all respects including painting with aluminium paint.. as per MR |
| 248 | S/E of 1200 mm long cross arm of 50 mm X 50 mm X 6 mm mild steel angle iron with necessary clamps, bolts, nuts, etc., on poles complete in all respects including painting with aluminum paint. ( twice of 600 mm ). as per MR |
| 249 | Supply and erection of overhead line with ACSR conductor on pole/service bracket including binding etc. complete in all respects.. as per MR |
| 250 | Supply and erection of overhead line with G.I. wire No. 8 SWG to 4 SWG on poles/service bracket including binding etc. complete in all respects.. as per MR |
| 251 | Supply & Erection of hexagonal/cradle type guard of GI wire no 8 to 4 SWG including binding etc. complete in all respec. as per MR |
| 252 | Supply and erection of stay set at least 3.5 meters away from the pole complete with galvanised 19mm dia x 1.80 meter long stay rod 30mm x 30mm x 6.3mm anchor plate, thimple, stay clamps, stay insultors, 19mm x 600mm double screw tightner 7/3.15 G.I. stay wire etc. in 1:3:6 cement concrete in all respects.. as per MR |
| 253 | Painting of Electric Pole with two coats of Aluminum paint over red oxide primer complete in all respect. as per MR |
| 254 | Supply and wiring of submain with two number 2.5 sq.mm. PVC insulated 1100 V grade single core aluminium conductor cable in 20 mm dia. heavy guage rigid steel conduit on surface, with one number 8 SWG GI earth continuity wire etc, complete in all respects.. as per MR Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
