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| 1 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 |
| 2 | Earth work in filling plinth with cartage earth AR-I |
| 3 | Concrete with 40mm gauge Stone ballast,8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. As per S.I. 281 |
| 4 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. DSR 2.27*0.8222 |
| 5 | Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface ifplinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981)Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.perSqm. (IV) Treatment ofsoil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. S.I.No. 1 Chapter 8 |
| 6 | R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt (Dala) in the propotion of 1:1.5:3 (M-20) in Column Footing excluding supply of reinforcement and its bending but including fixing and bending the same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas,labour and T&P etc. required for proper completion of work.As per S.I.No.287 |
| 7 | R.C.C. work withcement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:1.5:3 in Plinth Band & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 283 |
| 8 | R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of1:1.5:3M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. S.I.No. 289 |
| 9 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3in R.C.C. T-Beam excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 288 |
| 10 | R.C.C. work withcement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:1.5:3 in Plinth Band & Lintel Band & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 283 |
| 11 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3in R.C.C. Slab, excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 284A |
| 12 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 |
| 13 | M-150 brick work in 1:4 cement and C/sand mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. 305b |
| 14 | M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) 305b+309+310 |
| 15 | M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is half brick (115 mm) 305+309+310+310A |
| 16 | Fabrication supply and fixing of M.S.Angle iron (40x40x5mm) in chaukhats for door, windows and ventilatorsincluding using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete. S.I.No502 (i) |
| 17 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws SOR 470 (b) |
| 18 | Z-sction windows (ISI marke) or Z- tubler window made of gold rolled formed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pinof 6 mm dia and aplying a priming coat of approved steel primer. S.I. No.502 (IV) |
| 19 | Fabrication and supply ofM.S. grillas per approved design and drawing including the stair case railling etc. with square bars, m.s. angle iron, and m.s. flat iron as per direction of Engineer-incharge, supply of steel and its wastage, cutting, drilling holes and welding joints where necessary including each joint tube perfectaly welded and jointed and grinded to smooth finish. S.I.No 502 (ii) |
| 20 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes PWD 812 |
| 21 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : (300x16mm) D.S.R. 9.96.1*0.8222 |
| 22 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : (300x10mm) D.S.R. No. 9.97.1*0.8222 |
| 23 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : (125 mm) D.S.R. No. 9.100.1*0.8222 |
| 24 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper D.S.R. No. 9.101.2*0.8222 |
| 25 | 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand F.M. 2.25 (PWD-586+583-582) |
| 26 | 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand F.M. 2.25 (PWD-586+583-582) |
| 27 | 25 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approvedstone balast laid in planels finished with 3 mm (1/8\") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. S.I.No. 601a |
| 28 | Providing and fixing glass strips 3mm thick in joints ofpanels of floor at the time of laying floor flush to the finish level of floor including supply of material ,labour and tile DSR 11.13 *0.8222 |
| 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.DSR11.41.2*0.8345 |
| 30 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm. D.S.R. 11.46.2*.8345 |
| 31 | One priming coat ofcement primer and twocoats oil distemper on new work including supply of all materials, labour and tools andplants etc. required for proper completion of the work.(S.I. No. 649 + 650) |
| 32 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm): SOR New Item 13.46.1 |
| 33 | Painting or Varnishing on Door Window S.I.No-641+642 |
| 34 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80*0.8345 |
| 35 | 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. D.S.R. 12.22*0.8345 |
| 36 | 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 diameter) D.S.R. 12.41.2*.8222 |
| 37 | 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. D.S.R. 12.42.2.2*0.8345Bend 87.50 110 mm bend. D.S.R. 12.42.5.2*.8222 |
| 38 | Shoe plain 110 mm D.S.R. 12.42.6.2*.8222 |
| 39 | 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. D.S.R. 12.43.2*.8345 |
| 40 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. D.S.R. 12.44*.8222 |
| 41 | Roof Work (Water Profing Treatment)Providing and laying \"Brick Coba\" 12 mm thick laid with M-150 class brick bat coba 7.50 cm 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 aerelic 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 finished smooth & top mashed false square 30 cm. x 30 cm. and side wall parapet shall be mono tythic plaster wall upto 30cm. higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water pooring compound @ 2.00% by weight & including S/o all material, labour T&P etc. complete for proper completion of work. Item No. New Chapter 11 |
| 42 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement DSR 11.20.1*0.8345 |
| 43 | supply and fixing of Removing Chair |
| 44 | supply and fixing of table |
| 45 | SANITARY FIXTURES 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 white solid plastic seat and lid |
| 46 | Providing and fixing P.V.C. waste pipe for sink or wash basin includingP.V.C. waste fittings complete.(a) 32 mm dia |
| 47 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :75mm |
| 48 | Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 45 cm long. D.S.R. 18.21.2.1Wash Basin |
| 49 | Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 45 cm long. D.S.R. 18.21.2.1Cislern |
| 50 | SOIL WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes.(a) 100 mm dia centrifugally cast iron S & S pipe. |
| 51 | Providing & fixing soil, waste and vent pipes.(b)75mm dia centrifugally cast iron S & S pipe. |
| 52 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.(a)For 100 mm dia pipe |
| 53 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.(b)For 75 mm dia pipe |
| 54 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters.(a)For 100 mm dia pipe |
| 55 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters.(b)For 75 mm dia pipe |
| 56 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc.(a)For 100 mm dia pipe |
| 57 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc.(b)For 75 mm dia pipe |
| 58 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.Sand cast iron S&S as per IS - 1729 100x100x 100 mm |
| 59 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.Sand cast iron S&S as per IS - 1729 75x75x 75 mm |
| 60 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :100 mm inlet and 75 mm outlet |
| 61 | Providing and fixing cost iron coller.(a)For 100 mm dia pipe |
| 62 | Providing and fixing cost iron coller.(b)For 75 mm dia pipe |
| 63 | WATER SUPPLY PIPES & FITTINGSProviding and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Exposed on wall(a) 20 mm dia nominal bore |
| 64 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Exposed on wall(b) 25 mm dia nominal bore |
| 65 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Exposed on wall(c) 40 mm dia nominal bore |
| 66 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :(a) 15 mm dia nominal bore |
| 67 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(a) 25 mm dia nominal bore |
| 68 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(a) 25 mm dia nominal bore |
| 69 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(b) 40 mm dia nominal bore |
| 70 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 71 | Providing and fixing brass stop cock of approved quality :(a) 15 mm dia nominal bore |
| 72 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm dia nominal bore |
| 73 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :100 mm diameter |
| 74 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :150 mm diameter |
| 75 | SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEMExcavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, 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 :(a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 76 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :(a) 100 mm diameter S.W.Pipe |
| 77 | 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: (a) 150x100 size P type |
| 78 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 79 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Inside size 90x90 cm and 45 cm deep. D.S.R.19.7.1.1 |
| 80 | Making soak-pit 2.5 m. diameter and 3 m. deep |
| 81 | Constructing Septic tank with brick work in cement mortar 1:4(1 cement and 4 coarse sand), cement concrete 1:2:4 (1cement,2 coarse sand, 4 graded stone aggregate 20 mm. nominal size ) in foundations/base, baffle walls in half brick masonary in 1 : 4 (1 cement : 4 coarse sand), RCC slab 1:1.5:3 (1 cement, 1.5 coarse sand, 3 graded stone aggregate 20 mm. nominal size ) 12 mm. thick cement plaster 1:3 (1 cement, 3 Coarse sand ) inside finished with a floating coat of neat cement. The rate includes all necessary excavation in all kind of soils, refilling and disposal of surplus earth with in the site or away from site as directed with out any extra cost including centering,shuttring etc. complete with required Nos heavy duty SFRC type MH/IC covers and frames, vent pipe and all other assessories as per the drawing. (As Per Detail Attached ). |
| 82 | India Mark IInd Hand Pump |
| 83 | Interanal Electrification Work Detail attach as per estimate |
