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| Sl. No. | Item Description |
| 1 | Section-I Building Work |
| 2 | 5.1.10Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume). |
| 3 | 5.6.1Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 4 | 5.3.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: |
| 5 | 5.3.2.21:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mmnominal size) |
| 6 | 5.3.11 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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-III) : 3 graded stone aggregate 20 mm nominal size). |
| 7 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for |
| 8 | 5.3.17.5Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 9 | 5.2.11Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge |
| 10 | 5.7.3Providing 12 mm Thk. cement plaster(1:6) on inside walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I |
| 11 | 5.7.6 Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I |
| 12 | 5.7.3 Providing 12 mm thick CEMENT PLASTER (1:6) on outside wall with clean coarse sand of F.M.1.5 and 5% cico including cost of screening, curing making grooves with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. |
| 13 | 5.10.7Disrnantling old plaster and pointing in cement or lime and raking out joints to 15mm. depth, watering and disposal of unserviceable materials with all leads all complete as perdirection of E/|. |
| 14 | 5.8.9Extra for cleaning the old surface by scrapping the entire old white wash or colour wash rncluding cost of scaffolding all complete as per direction of E/I. |
| 15 | Providing tor steel T.M.T. Reinforcement FE 500 of following dia bars as per approved design and drawing including carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. (Only valid for TATA TISCON / SAIL). |
| 16 | 5.5.4.TOR 8MMDIA. @70%OF TOTAL STEEL QTY.= |
| 17 | 5.5.5.(a)10 MM DIA. @30%OF TOTAL STEEL QTY.= |
| 18 | 4.17/ D.S.RMaking plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. |
| 19 | FLOORING WORKS |
| 20 | 5.6.19 (iv)Providing and laying 15mm.to 23mm Thick kotah stone slab flooring of approved size , texture and colour laid over 19mm. Thick base of lime mortar (1:1:1) ( lime putty : surkhi : coarse sand ) and jointed with gray cement slurry mixed with pigment to match the shade of slab including rubing and polishing to granolithic finish with approved quality of carborundum stone including cost of curing , taxes and royalty all complete as per building specification and direction of E/I . Size - 600 x 600mm. |
| 21 | 5.6.20Providing and laying 15mm.to23mm. Thick kotah stone tiles in risers of steps , skirting and pillers of approved size , texture and colour laid over 12mm. Thick cement mortar (1:3) and jointed with gray cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborundum stone including cost of curing , taxes and royalty all complete as per building specification and direction of E/I. |
| 22 | 5.10.4Dismantling patent stone floor including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 23 | 11.48Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade(0.10 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and finishing complete as per direction of Engineer-in-charge. |
| 24 | 11.48.2Size of Tile 600x600 mm |
| 25 | 8.6Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
| 26 | 5.6.28Providing and laying Doublecharge 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 / ISO 13006 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm . |
| 27 | 5.6.28Providing and laying Doublecharge 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 / ISO 13006 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm . |
| 28 | 8.31Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 29 | DOORS & WINDOWS WORKS |
| 30 | 9.119/ D.S.R.Providing and fixing factory made P.V.C. door frame of size 50X47mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and jointed with 2 Nos. of 150mm long brackets of 15X15mm M.S. square tube, the vertical door profiles to be reinforced with 19X19mm M.S. square tube of 19 guage, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall (M.S. CLAMP) using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of E/I. |
| 31 | 9.118Providing and fixing to existing door frames. |
| 32 | 9.118.124 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 33 | 9.100.1 /D.S.RProviding and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required color or shade with necessary screws etc. complete. 125MM |
| 34 | 9.97.4/ D.S.RProviding 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 color or shade with necessary screws etc. complete. 150X 10MM |
| 35 | 9.71.2/ D.S.RProviding and fixing IS : 12817 marked stainless steel butt hinges (heavey type) with stainless steel screws etc. complete. |
| 36 | 10.14/ D.S.R.Providing and fixing pressed steel door frame confirming IS:4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle thresold of mild steel angle of section 50X25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed togetherby mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by the Engineer in charge.10.14.1.1Fixing with adjustable lugs with split end tail to each jamb. |
| 37 | 5.4.38Supplying, fitting & fixing 35 mm th. Solid core type non-decorative single leaf FLUSH DOOR SHUTTERS in doors with block board core blended with high quality phenol formal dehydes synthetic resinboth side commercial veneered of standard make with oxidised iron fittings such as hinges, tower bolts , handle,cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I |
| 38 | 5.4.39Supplying, fitting and fixing 35mm thick solid core type non-decorative double leaf flush shutter in door and windows with black board core blended with high quality phenol formal dehydes synthetic resine both side commercial veneered of standard make with oxidised iron fittings such as hinges, towerbolts, handle, cleat and sand blocks and taxes all complete as per building specification and direction of E/I. |
| 39 | 5.5.18Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled 'Z' and mullion steel sections and size as per IS-1038 joints met and welded with 100 x 16 x 3 mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 c.m. size including cost of oxidised iron fittings, with hinges, handle per steps catch springs, 3 mm thick plain glass panes with aluminium beads and inner frame fixed with lugs with 20 mm long 6.3 mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I. |
| 40 | 5.5.12Supplying, fitting & fixing M.S. GRILL made of 20 x 6 mm flat or m.s. round bar as per approved design and drawing properly fabricated with joints continuous fitted, welded and finished smooth, hoisting as per building specification and direction of E/I. |
| 41 | FINISHING WORKS |
| 42 | 5.8.16providing one coat of oil bound distemper of approved shade and make over old surface including washing cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I. |
| 43 | 13.46.1/ D.S.RFinishing walls with Acrylic Smooth exterior paint of required shade. |
| 44 | New work (Two or more coats applied @1.67 ltr/ 10sqm. Over and including priming coat of exterior primer applied @ 2.20 kg./10 sq.m. ) |
| 45 | 13.80Providing 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. |
| 46 | 5.8.45Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. |
| 47 | 5.8.32Providing two coats of SYNTHETIC ENAMEL PAINT of approved shade and make over new WOODEN surface including cleaning the surface after removing dirt, scales, grease and sand papering, including cost of scaffolding etc. all complete as per building specification dirction of E/I. |
| 48 | WATER PROOFING TREATMENT |
| 49 | 22.14Grading roof for water proofing treatment with |
| 50 | 22.14.1Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 51 | 5.10.6Dismantling lime terracing upto av. 50mm depth with chisel and hammer including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 52 | 14.91Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. |
| 53 | The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : |
| 54 | 14.91.13 mm thick |
| 55 | 14.92Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. |
| 56 | 22.5/ D.S.R.Providing & laying water proofing treatment in sunken portion of WCs, abathrooms etc. by applying cement slurru mixed with Armourcrete of M/S The Structural Water Proofing Company PVT. Ltd.or Tapecrete of M/s CICO Engg. Servce consisting of applying : |
| 57 | (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with Armourcrete or Tapecrete @ 0.125 kg/ sq.m. This layer will be allowed to air cure for 4 hours |
| 58 | (b)second layer of slurry of cement @ 0.242 kg/sqm mixed with Armourcrete or Tapecrete @ 0.126 kg/ sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. |
| 59 | The rate includes preperation of surface, treatment& sealing of all joints, corners, junctions of pipes & masonary with polymer mixed slurry. |
| 60 | MISCELLANEOUS WORK |
| 61 | 5.10.34Providing 150 mm wide BRICK DRAIN in cement mortar (1:6) with avarage 150mm. Clear depth and 125 mm apron including cost of earthwork involved with 75m cement concrete (1:4:3) over one brick designation 75A, flat soling in proper grade and slope at the base , the drain dully plastered in C.M.(1:3) with puning over exposed surface all complete as per building specification and direction of E/I. |
| 62 | 12.41.2 D.S.RProviding & fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 110 mm dia |
| 63 | 12.42 .1.2/ D.S.R.Providing & fixing on wall face unplasticised -P.V.C. moulde fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . |
| 64 | Coupler - 110 mm |
| 65 | 12.42.5.2./ D.S.R.BEND |
| 66 | 110 MM |
| 67 | 12.42.6.2/ D.S.R.SHOE - 110MM |
| 68 | DSR 12.43Providing 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. |
| 69 | DSR 12.43.2110 mm |
| 70 | 10.25.2 D.S.R.Steel work welded in built up sections as per drawing including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using steel in Stairs Railing. |
| 71 | CARRAIGE OF MATERIALS |
| 72 | Bricks(1k+14p) = 15 km |
| 73 | Coarse sand (1k+10p) = 11 km |
| 74 | Stone Chips (1k+14p) = 15 km |
| 75 | Cement (12 km) |
| 76 | Steel (12 km) |
| 77 | Section II Sanitary Installation Work |
| 78 | 3.2.1Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. 'P' trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings, C.I. or C.C. brackets 32mm alkathene/ P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware footrest to be fixed in floor 15mm C.I. body brass spindle stop cock of weight not less than 50 grms, 15mm P.V.C. connection pipe 450 mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specificatin and direction of E/I. (A) 580 mm long (C) with 10 ltrs. low level P.V.C. Cistern |
| 79 | DSR 17.7Providing and fixing wash basin with C.I. brackets, 15 mm C.P brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:17.7.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked |
| 80 | DSR 18.50Providing and fixing C.P.brass long body bib cock of approved quality conforming to standard and weight not less thain 810gms. |
| 81 | 18.50.1 15mm nominal bore |
| 82 | DSR 18.65Providing 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. |
| 83 | DSR 18.53Providing and fixing C.P. brass angle valve for , gyser & others points of approved quality conforming to IS 8931. 18.53.1 15mm nominal bore, approved brand C.P. fittings. |
| 84 | DSR 18.74Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.18.74.2 15 mm nominal bore with 45 cm length. |
| 85 | DSR 18.17Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end ) |
| 86 | DSR 18.17.232 mm nominal bore. |
| 87 | DSR 17.31Providing 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. |
| 88 | DSR 18.58Providing and fixing PTMT grating of approved quality and colour. |
| 89 | DSR 18.58.2Rectangular type with openable circular lidDSR 18.58.2.1150 mm nominal size square 100 mm diameter of the inner hinged round grating |
| 90 | DSR 12.41Providing 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. |
| 91 | 12.41.1 75 mm diameter |
| 92 | 12.41.2 110 mm diameter |
| 93 | D.S.R 12.42 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. |
| 94 | DSR 12.42.1.1 Coupler 75 mm |
| 95 | DSR 12.42.1.2Coupler 110 mm |
| 96 | DSR 12.42.2 Single pushfit Coupler |
| 97 | DSR 12.42.2.175 mm |
| 98 | DSR 12.42.2.2110 mm |
| 99 | DSR 12.42.3 Single tee with door |
| 100 | DSR 12.42.3.175 X 75 X 75 mm |
| 101 | DSR 12.42.3.2110 X 110 X 110 mm |
| 102 | DSR 12.42.4Single tee without door |
| 103 | DSR 12.42.4.1 75 X 75 X 75 mm |
| 104 | DSR 12.42.4.2110 X 110 X 110 mm |
| 105 | DSR 12.42.5Bend 87.5° |
| 106 | DSR 12.42.5.1 75 mm Bend |
| 107 | DSR 12.42.5.2110 MM Bend |
| 108 | D.S.R. 12.42.6 SHOE - 110MM |
| 109 | DSR 12.42.6.1 75 MM |
| 110 | DSR 12.42.6.2 110 MM Shoe |
| 111 | DSR 12.43Providing 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. |
| 112 | DSR 12.43.2110 mm |
| 113 | DSR 18.8Providing 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 joining 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 E/I.(Approved Brand - ASTRAL/ SUPREME) |
| 114 | Concealed work including cutting chases and making good the wall etc.. |
| 115 | DSR 18.8.1.15mm dia |
| 116 | DSR 18.8.2.20mm dia |
| 117 | DSR 18.7Providing 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. |
| 118 | Exposed on Wall |
| 119 | DSR 18.7.325 mm nominal outer dia Pipes |
| 120 | DSR 18.7.432 mm nominal outer dia Pipes |
| 121 | DSR/17.4Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mmsizes respectively with automatic flushing cistern with standard flush pipe and C.P . brass spreaders with brass unions and G .I clampscomplete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white P .V .C. automatic flushing cistern |
| 122 | DSR 17.72Providing 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. |
| 123 | DSR 17.73Providing 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.17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 124 | DSR18.64Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms |
| 125 | D.S.R. 19.30Constructing brick masonary chamber for Underground C. I. Inspection Chamber and bend with 75 class designation 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) RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand :10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. 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: |
| 126 | 19.30.1.1 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 |
| 127 | DSR/18.48Providing 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. |
| 128 | DSR 19.6.2Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete. |
| 129 | Septic tank & Soak pit |
| 130 | 5.1.1Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 131 | 5.1.2Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) |
| 132 | 5.1.10Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 133 | 5.2.2Providing designation 75A brick work in C.M (1:4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 134 | 5.2.23Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. |
| 135 | 5.3.1.2Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20mm nominal Size) |
| 136 | 5.3.17.1Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete |
| 137 | 5.3.11R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases 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 - III ) : 3 graded stone aggregate 20 nominal size) |
| 138 | 5.3.17.21Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick |
| 139 | 5.3.17.20Centering and Shuttering including strutting, propping etc. And removal of form for Suspended floors, roofs, landings, balconies and acces platorm with water proof ply 12mm thick |
| 140 | 5.5.4Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (TMT Fe 500 (Only valid for SAIL & TATA Steel ) |
| 141 | 5.5.5Providing Tor Steel reinforcement of 10mm , 12 mm & 16 mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I |
| 142 | 10 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 143 | 5.6.1Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I |
| 144 | 5.7.2Providing 12mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 145 | 5.7.11Providing 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as per building specification and direction of E/I. |
| 146 | JSR Page no (59) SI no(16) Item code (M-198)(Basic rate +14.95%)Brick bsts at Kiln site |
| 147 | Basic Rate of DW & SD SL NO 31(b) M 947Supplying, fitting and fixing C.I. cover with frame for mane hole and inspection chamber with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. (a) Size 600 x 450 mm (Wt. 25 Kg). |
| 148 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 149 | Bricks(1k+14p) = 15 km |
| 150 | Coarse sand (1k+10p) = 11 km |
| 151 | Stone Chips (1k+14p) = 15 km |
| 152 | Cement (12 km) |
| 153 | Steel (12 km) |
| 154 | Note:- OF MAKE (1)PVC insuleted copper conductor wire of make:-Havell's/Polycab/Anchor/Nitcab/KLJ Paraflax (2)PVC conduit of thiknss 1.5mm/2mm for wiring:-Polycab/ANCHOR/AKG (3) GI modular box of make -: Anchor/ Havells/Legrand/ABB/Anchor/ Great white (4)Switches/soket outlet for modular type:- Anchor(roma) / Havells(cabtree) / C&S/ Legrand (5) MCCB,MCB,SFU,CHANGEOVER,RCCB,MCBDB:Havell's/L&T/Legrand/ Schneider/ C&S/Anchor (6)XLPE/PVC aramoured cable:-Havell's/Polycab/V-guard/Finolex/Mescab (7) LED FTTING FIXTURE -: Havells/Bajaj/Crompton/Philips/Jaquar (Model/as per E/I ) (8) CEILING / WALL / EXHAUST FAN -: Havells / Bajaj / Usha/Crompton (Model/as per E/I) (9)OCTAGONAL POLE/High Mast-: Bajaj/Philips/Crompton/Surya/Valmont/Transrail (10) ALL ELECTRICAL WIRING WORK SHOULD BE CONCEALED |
| 155 | 1.3 Point wiring in PVC conduit, with modular type switch:-Wiring for light point/fan point/exhaust fan point/call bell point with 1.5. sq.mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, with modular type switch, pheonlic lamineted sheet,suitable size G.I.box etc. |
| 156 | 1.3.1Group A |
| 157 | 1.5Power plug wiring in PVC conduit (2x4 sq mm) :- Wiring for light/Power plug with 2x4 sq mm FR PVC insuleted copper conductor single core cable in recess PVC conduit along with 1 Nos. 4 sq mm FR PVC insuleted copper conductor single core cable for loop earthing as required. |
| 158 | 1.7Circuit/submain wiring in PVC conduit:-Wiring for circuit/submain wiring along with earth wire with the following size PVC insuleted copper conductor single core cable in recessed PVC conduit as required |
| 159 | 1.7.22x2.5 sq mm+1x2.5 sq mm earth wire (for circuit wiring) |
| 160 | 1.7.42x6.0 sq mm+1x6.0 sq mm earth wire (for sub main wiring LDB) |
| 161 | 1.7.114x10.0 sq mm+2x6.0 sq mm earth wire |
| 162 | 1.22S/F PVC/G.I. boxes :- Supplying and fixing PVC/G.I. box of following sizes on surface or in recess with suitable size of phenolic laminated sheet cover infront including painting etc as required . |
| 163 | 1.22.175mm x 75mm x 50mm deep/ (4\\" x 4\\") |
| 164 | 1.24S/F modular type switch /socket :- Supplying and fixing following modular type switch box/cover including connections but excluding modular plate etc as required |
| 165 | 1.24.15/6 amps, one way switch |
| 166 | 1.24.4 5/6 amps, 3 pin socket outlet |
| 167 | 1.25S/F Modular type electronic fan regulator:-Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connectionons but excluding modular plate etc, as required. |
| 168 | 1.26S/F Modular type blanking plate:-Supplying and fixing modular blanking plate on the existing modular plate switch box excluding modular plate etc, as required. |
| 169 | 1.27S/F Modular boxes, base & covre plate:-following size/ modular G.I box along with modular base & cover plate for modular switches in recess etc, as required. |
| 170 | 1.27.11 or 2 module(78mm x 78mm x 45mm) |
| 171 | 1.27.36 module(78mm x 205mm x 50mm) |
| 172 | 1.32S/F power plug point with modular type accessories:- Supplying and fixing suitable size G.I.box with modular plate and cover in front on recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switch conection painting etc, as required. |
| 173 | 1.33S/F ceiling rose:-Supplying and fixing 2 pin 5 amp, ceiling rose on the existing junction box/wooden block including connection etc as required. |
| 174 | 1.34S/F Batten holder:-Supplying and fixing batten/angle holder including connection etc, as required. |
| 175 | 1.48ITC exhaust fan up to 450 mm, sweep:-Installation of exhaust fan up to 450 mm. sweep in the exiting opening, including making the hole to suit the size of above fan, making good the damage, connection testing commissioning etc as required. |
| 176 | 2.8S/F S.P. MCB DB:-Supplying and fixing following way single pole nutral,sheet,MCB distribution board,240 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR) |
| 177 | 2.8.812 Way,Double door |
| 178 | 2.9S/I T.P. MCB DB :Supplying and fixing following way, horizontal type three pole and neutral, lsheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bat earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) |
| 179 | 2.9.4 4 way (4 + 12), Dorrble door, Horizontal type |
| 180 | 2.11S/F 'B' series. S.P.MCB:-Supplying and fixing 6 amps to 32 amps rating,240 volts, 'B' series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required. |
| 181 | 2.11.16/32 amps,single pole, \\"B\\" SERIES |
| 182 | 2.12S/F 'C' series. S.P.MCB:-Supplying and fixing 6 amps to 32 amps rating,240 volts, 'C' series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required. |
| 183 | 2.12.16/32 amps,single pole, \\"C\\" SERIES |
| 184 | 2.12.640 amps ,DP |
| 185 | 2.12.750/63 amps, DP |
| 186 | 2.12.9 40 amps, TPN |
| 187 | 2.12.10 50/63 amps, TPN |
| 188 | 2.5S/F Busbar chamber :-Providing and fixing following capecity busbar chamber with 4 strips of suitable size of copper, heavy duty, complite with all accessosries including connections, earthing the body , etc as required. |
| 189 | 2.5.2200 amps |
| 190 | 2.7S/F, panel mounting changeoverProviding and fixing following capiacity 4 pole panel mounting chengeover switches in existing cubical panel board,making connection, earthing the body etc as required. |
| 191 | 2.7.5160 amps, 4 pole |
| 192 | 3.6Copper Earth plate electrode:-Earthing with copper earth plate 600mmX600mmX3mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. as required.( with salt charcoal or coke) |
| 193 | 3.7S/L 8 SWG copper wire ground :-Supplying and laying 8 SWG copper wire 0.50 metre bellow ground level for conductor earth electrode, including soldring etc. as required. |
| 194 | 4.2P/F G.I. lightning conductor finial:-Providing and fixing of lighting cnductor finial, made of 25 mm dia 300mm long, copper tube having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required. |
| 195 | 4.4Reverting, sweating and soldering of copper/G.I. tape(with another coppr/G.I. tape, base of the finial or any other metallic object) as required. |
| 196 | 4.7P/F G.I. lightning conductor tape in horizontal run:-Providing and fixing GI tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(For horizontal run) |
| 197 | 4.8P/F G.I lightning conductor tape in vertical run:-Providing and fixing GI tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(for vertical run) |
| 198 | 4.12P/F Testing joint for G.I. lighting conductor:-Providing and fixing testing joint, made of 20mm x 3mm thick G.I. strip, 125mm long, with 4 nos.of G.I. bolts, nuts, chek nuts and spring washers etc complete as required. |
| 199 | 5.2Laying of one number PVC insuleted and PVC sheathed/ XLPE power cable of 11 KV grade of size exceeding 35 sq.mm.but not exceeding 95sq.mm. direct in ground including excavetion, sand coushioning, protective covering and refilling the trench etc as required. |
| 200 | M-32970 sq.mm. 3.5 core |
| 201 | 9.1 DSRSupplying and making end termination with brass commpression gland and aluminium lugs for following size of PVC insuleted and PVC sheathed /XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 202 | 9.1.23 DSR 3½ X 70 sq. mm (38mm) |
| 203 | M - 775Providing of 12'' (300 mm) Metal exhaust fan of make bajaj/havells/usha/crompton |
| 204 | M - 777Providing of 16'' (400 mm) Wall fan of make bajaj/havells/usha/crompton |
| 205 | 9.4S.I.T.C of following size ceiling fan 3 blades confirming to IS:374:2019 including wiring the down rods of standared length (upto 30cm) with 1.5 sq.mm FR PVC insuleted ,copper wire suitable for 230 V 50 Hz, single phase supply etc. complete as required. |
| 206 | 9.4.1 1200 mm (48\\") Ceiling Fan of make bajaj/havells/usha/crompton/polar |
| 207 | Code no. M 856Supplying and fixing of LED/15/16 W of make bajaj/havells/crompton |
| 208 | 9.5SITC of following rating surface mounted LED tube light fitting suitable for 230 V 50 Hz, single phase supply etc .complete as required |
| 209 | 9.5.220/22 W LED Batten of make bajaj/havells/crompton/C&S |
| 210 | 9.1SITC of following rating LED street lighting luminarie with pressure dia cast housingh and toughned glass cover ,IP 66 Protection , LUMINOUSEFFICARY >_110 LM/W with lens in existing pole /pipe for supply voltage 100-270V AC ,50 Hz, luminarie shall be confirm to IS 10322 part -5 /section -3 and shall be complete with all neccssary accessosries as required. |
| 211 | 9.1.790 /100 W LED Street light of make bajaj/havells/crompton/C&S |
| 212 | Add 18% GST |
| 213 | Add 1% Lebour Cess Please Enable Macros to View BoQ information |
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