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| Sl. No. | Item Description |
| 1 | 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 |
| 2 | 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 and for all lift.. as per DSR No 2.25 |
| 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.. as per DSR No 2.25,a |
| 4 | 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 |
| 5 | Construction of drain along apron.Size 150 X 150mm.. as per AR-I |
| 6 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the All works upto plinth level :mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum. as per DSR No 4.20.1.1 |
| 7 | 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 |
| 8 | 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 / Tie Beam . as per DSR No 5.1.2 |
| 9 | 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 |
| 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. 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. 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 -9.21.1+9.22.1*2 |
| 17 | Providing and fixing 1 mm thick decorative high pressure laminated sheet of plain instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I). as per DSR No 9.127 |
| 18 | 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 |
| 19 | 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 |
| 20 | 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 |
| 21 | 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 |
| 22 | 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.. as per DSR No 5.22.6 |
| 23 | Fixing of Door, windows/ventilators chaukhats in position. (a) Door chaukhats. as per DSR No 14.2.1 |
| 24 | Fixing of Door, windows/ventilators chaukhats in position. (b) Window chaukhats. as per DSR No 14.2.2 |
| 25 | Fixing of Door, windows/ventilators chaukhats in position. (c) Ventilator chaukhats. as per DSR No 14.2.3 |
| 26 | 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 |
| 27 | 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 |
| 28 | 12mm thick plaster in 1:3 cement & coarse sand on ceiling and soffits of stairs upto floor two level. . as per DSR No 13.9.1 |
| 29 | 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 |
| 30 | Making drip Coarse in sunshade & Parapet.. as per DSR No 5.3 |
| 31 | 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 |
| 32 | 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 |
| 33 | 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 |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 37 | 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 |
| 38 | 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 |
| 39 | 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 |
| 40 | 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 |
| 41 | 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 |
| 42 | 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 |
| 43 | 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 |
| 44 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.. as per DSR No 13.26 |
| 45 | 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 |
| 46 | 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 |
| 47 | Providing and fixing S.S. Steel tower bolts with necessary screws etc. complete (a) 250mm x 10mm.. as per MR |
| 48 | Providing and fixing S.S. Steel tower bolts with necessary screws etc. complete (b) 200mm x 10mm.. as per MR |
| 49 | Providing and fixing S.S. Steel handles with screws etc. complete (a) 125 mm. as per MR |
| 50 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. as per DSR No 9.82 |
| 51 | 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 |
| 52 | Providing and fixing ISI marked Oxidised iron door handles with screws 100 mm long. (for Window). as per DSR No 9.66.2 |
| 53 | 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 |
| 54 | 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 |
| 55 | 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 |
| 56 | 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 |
| 57 | 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 |
| 58 | 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 |
| 59 | Providing and laying cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) not less than strenght of M150 stone ballast including supply of all materials, labour T & P etc. required for proper completion of the work . as per DSR No 5.9.5 |
| 60 | 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 |
| 61 | Columns,Pillars, Piers, Abutments, Posts and Struts.. as per DSR No 5.9.6 |
| 62 | Lintels, beams, plinth beams, girders, bressumers and cantilevers.. as per DSR No 5.9.5 |
| 63 | Suspended floors, roofs, landings, balconies and access platform.. as per DSR No 5.9.3 |
| 64 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. as per DSR No 17.1.1 |
| 65 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware /Hindware/Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid . as per DSR No 17.2.2 |
| 66 | 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 requiraed:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer. as per DSR No 17.7A |
| 67 | 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 |
| 68 | 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 |
| 69 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter. as per DSR No 18.22.1 |
| 70 | 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 |
| 71 | 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 |
| 72 | 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 |
| 73 | Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore. as per DSR No 18.21.2.1 |
| 74 | 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 |
| 75 | Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 32mm Dia. as per DSR No 17.28.2.1 |
| 76 | 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 |
| 77 | 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 |
| 78 | 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 |
| 79 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15mm nominal bore. as per DSR No 17.22B |
| 80 | 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 |
| 81 | 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 |
| 82 | 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 bore. as per DSR No 18.7.2 |
| 83 | 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 |
| 84 | 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 |
| 85 | 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 |
| 86 | 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 |
| 87 | 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 |
| 88 | 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 |
| 89 | 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 |
| 90 | 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 |
| 91 | 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 |
| 92 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25mm nominal bore. as per DSR No 18.17.1 |
| 93 | 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 |
| 94 | 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 |
| 95 | 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. Single Push Fit Coupler110 mm dia. as per DSR No 12.42.2.2 |
| 96 | Plain bend 87.5 deg 110 mm dia. as per DSR No 12.42.5.2 |
| 97 | 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 |
| 98 | 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 |
| 99 | 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 |
| 100 | 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 |
| 101 | Exposed on Wall & up to Manhole (Soil & Waste Pipe) 110 mm . as per PCR |
| 102 | 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 |
| 103 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. Size 75 mm. as per PCR |
| 104 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. Size 110 mm. as per PCR |
| 105 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. Size 75/90 mm. as per PCR |
| 106 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. Size 110 mm. as per PCR |
| 107 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. Size 75x75x75 mm. as per PCR |
| 108 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. Size 110x110x110 mm. as per PCR |
| 109 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. Size 75 mm. as per PCR |
| 110 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. Size 110 mm. as per PCR |
| 111 | Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia. as per DSR No 18.58.1.1 |
| 112 | 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 |
| 113 | Providing, laying PVC/SWR pipe including testing of joints etc. complete: 110 mm diameter. as per |
| 114 | Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia.. as per DSR No 2.10.1.2 |
| 115 | 110mm dia Pipe. as per DSR No 19.2.1 |
| 116 | Providing, laying and PVC pipe 6 Kg Pressure a) 150mm diameter. as per M.R. |
| 117 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround Pipes including bed concrete as per standard design. a) 150mm diameter . as per DSR No 19.2.2 |
| 118 | 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 |
| 119 | Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg.. as per DSR No 19.7.2.1 |
| 120 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 50mm nominal bore.. as per DSR No 18.12.6 |
| 121 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 32mm nominal bore.. as per DSR No 18.12.4 |
| 122 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 50mm nominal bore.. as per DSR No 18.41.6 |
| 123 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 32mm nominal bore.. as per DSR No 18.41.4 |
| 124 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 50mm. as per DSR No 18.17.4 |
| 125 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 32mm. as per DSR No 18.17.2 |
| 126 | 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. as per DSR No 18.33.1 |
| 127 | Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for stop cock, with C.I. surface box 100x100x75mm (inside) with hinged cover fixed in cement concrete 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. as per DSR No 18.32.1 |
| 128 | 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. as per DSR No 18.13.1 |
| 129 | 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. as per DSR No 18.13.2 |
| 130 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (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-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). 1.50mt to 3.0 mt. as per DSR No 2.8.1+2.26.1 |
| 131 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (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-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). 3.0 mt to 4.50 mt. as per DSR No 2.8.1+2.26.1*2 |
| 132 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the All works upto plinth level :mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum. as per DSR No 4.20.1.1 |
| 133 | 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 lintels of doors 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 in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete). as per DSR No 5.3 |
| 134 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform.. as per DSR No 5.9.3 |
| 135 | M-150 brick work in 1:4 (one cement and four 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 |
| 136 | P/F 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 |
| 137 | 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 |
| 138 | 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 |
| 139 | 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 F.P.S. (non modular) bricks of class designation 7.5. as per DSR No 19.32.1 |
| 140 | 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 In all kind of soil upto 1.5m to 3.0m. depth. as per DSR No 2.8.1+2.29.1 |
| 141 | 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 In all kind of soil upto 3.0m to 4.5m. depth. as per DSR No 2.8.1+2.29.1*2 |
| 142 | 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 In all kind of soil upto 3.0m to 4.5m. depth. as per DSR No 2.8.1+2.29.1*3 |
| 143 | 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 |
| 144 | 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 |
| 145 | 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 |
| 146 | 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 |
| 147 | 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 |
| 148 | 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 |
| 149 | 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 |
| 150 | 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 |
| 151 | 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 |
| 152 | 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 |
| 153 | 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 |
| 154 | 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 |
| 155 | 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 |
| 156 | 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 |
| 157 | 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 |
| 158 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.. as per DSR No 16.1 |
| 159 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.. as per DSR No 2.28.1 |
| 160 | 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 |
| 161 | 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 appropriateproportions 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 texture, including steel form work with sturdy M.S. channel sections, 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 Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine. as per DSR No 16.43.2 |
| 162 | Cutting of grooves in C.C. including Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound.. as per MR |
| 163 | Providing and laying 200 Micron Dust proof waterproof Plastic Polythene Sheet. as per MR Please Enable Macros to View BoQ information |
| 164 | Providing and laying 200 Micron Dust proof waterproof Plastic Polythene Sheet. as per MR Please Enable Macros to View BoQ information |
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