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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soilWall fdnL = 2(9.00+4.00) + 2x4.0 = 34.00 mFor coln footings No. of coln = 08 Nos 1 x 34.00 x 0.45 x 0.60 = 9.18 cum8 x 0.50 x 0.50 x 0.60 = 1.20 cum |
| 2 | Providing and laying in position plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)excluding the cost of centering and shuttering, all work up to plinth level.1x34.00x0.45x0.10 = 1.53 cum8x0.50x0.50x0.10 = 0.20 cum |
| 3 | Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mmof reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level Column 8x0.40x0.40x0.10 = 0.128 cum8x0.30x0.30x0.85 = 0.612 cumPlinth beam34.00x0.23x0.15 =1.173 cum |
| 4 | 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).Lintel L= 2x(9.00+4.00) = 26.00 mChajja L = 0.45, B = 1.00+0.10x2 = 1.20 Th = (0.08+0.05)/2 = 0.065 m Lintel band/ Roof band1x26.00x0.125x0.115 = 0.374cumChajja8x0.45x1.20x0.065 = 0.281 cum |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 8x4x0.40x0.10 = 1.28 sqm8x4x0.30x0.80 = 7.68 sqm |
| 6 | ditto all as per item No 05 above but for Lintels, beams, plinth beams, girders, bressumers and cantilevers Plinth beam2x34.00x0.15 = 10.20 sqmLintel beam/ Roof beam1x2x26.00x0.125 = 6.50 sqmChajjaL = 0.45+0.05 = 0.50B = 1.00+0.10x2+0.065x2 = 1.33 m1x8x1.33x0.50 =5.32 sqm |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) Wall upto plinth level34.00x0.23x0.80 = 6.256 cumSteps2x3x1.20x0.15x0.30 = 0.32 cum |
| 8 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in Cement mortar 1:4 (1 cement :4 coarse sand).Wall above plinth level1x26.00x3.00 =78.00 sqmDeductions4x1.00 x2.00 = (-) 8.00 sqm Doors4 x 0.90 x 1.20 = (-) 4.32 sqm W 65.68 sqm |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.ColmnPlinth Beam L= 34.00 +6x0.30 = 35.80m Lintel beam & Roof beam L= 26.00 + 5x0.30 =27.50 mNo of bars = 0.95/0.15+1 = 7For colmn No of bars = 0.95/0.15 + 1 = 7 NosL = 4x0.20 + 18x0.008 = 0.94Plinth beamNo of bars = 35.80/0.15+1 = 240L = 2 (0.25-0.025x2)+(0.15 - 0.025 x 2) x 2 + 18 x 0.008 = 0.744 mfor lintel & roof beamNo of bars = 27.50/0.15+1 = 184L = (0.15 - 0.025) x 2 + (0.125 - 0.025 x 2) x 2 = 0.494MMain bars for chajja = 1.2/0.15+1 = 9L = 0.45 + 0.15 x2 = 0.70MDistr bars = 0.45/0.15+1= 4 L = 1.20M \"8x4x0.95x0.888 = 27.00 kg1x4x35.80x0.888 = 127.16 kg1x4x27.50x0.888 = 97.68 kg8 x 7 x 0.94 x 0.395 = 20.79 kg1x240x0.744x0.395 = 70.53 kg1x184x0.494x0.395 = 35.90 kg8x9x0.70x0.395 = 19.91 kg8x4x1.20x0.395 = 15.17 kg414.14 kgAdding 3% for wastage, binding wire etc =427.00 kg |
| 10 | Steel work in built up tubular truses, purlines etc incl cutting, hoisting, fixing in positing and applying in a cast of primer including welding and bolted etc complete.Main post 114.30 mm OD8/1/3.00- [email protected] Kg/m-290.40Kg Tie beam 48.30 mm OD3/1/4.00- 12.00 m @ 3.61 Kg/m-43.32 Kg Rafter42.40mm OD3/2/1/2.93-17.58m @ 3.15 Kg/m- 55.38 KgPurlin 42.40 mm OD4/2/10.20 = 81.60 m@ 3.15 kg/m= 257.04 kg Struts 26.40mm OD3/2/1/1.20 -7.20m3/1/0.90 -2.70 m3/2/1/0.60- 3.60m 13.50m @ 1.58 Kg/m -21.33Kg = 667.47 kg Add 3% Cogguration = 687.50 |
| 11 | Providing and fixing holding down bolt 16mm dia, and 12 mm dia fixing bolt 16 mm dia.8 x 4 x 1 x 0.45 x 1.48 = 21.31 kg8x4=32Nos32 x 1 x 0.125 x 0.356 = 1.42 kg |
| 12 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand)Ext surface (below plinth level) 0.45M high (230 mm th wall)L = 2(9.23+4.23) = 26.92mabove plinth bandsFor wall L= 2(8,77 +3.77) = 25.08 mDeductionDoor D Window W1x26.92x0.45 = 12.11 sqm1x2xx25.08x3.00 = 150.48 sqm162.59 sqm4 x 1.00 x 2.00 = (-) 8.00 sqm4 x 0.90 x 1.20 = (-) 4.32 sqm |
| 13 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1 x 8.77 x 3.77= 33.06 sqm1x33.06x0.15 = 4.96 cum |
| 14 | M&L PCC 1:4:8 (1 Cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) for sub base 1 x 33.06 x 0.075 =2.48 cum |
| 15 | M&L PCC 1:2:4 (1 Cement : 2 coarse sand:4 graded stone aggregate 20 mm nominal size)1 x 33.06 x 0.040 =1.32 cum |
| 16 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.L = (15.00+0.60)2 + 0.25 = 31.20+8.00x2 = 47.20.1/26.92x0.60 =16.15 sqm |
| 17 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Main roof2 x10.20 x 2.93= 59.77 sqm |
| 18 | Providing and fixing wind ties of 40x 6 mm flat iron section. 1x2x10.20 =20.40 m |
| 19 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, jointsmitred and welded, 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 Main door L=2x2.0+1=5.00 Tee frames 50 x50 x 6mm thk4 x 5.0= 20.00 m @ 4.40 kg/m =88.00 kg |
| 20 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 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 size4 x 0.90 x1.20 = 4.32 Sqm @ 12 Kg/Sqm = 51.84 Kg |
| 21 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (PartI) 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 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screwsc4x1.94x0.88 =6.83 sqm |
| 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, size 150 x 10 mm |
| 23 | 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. completesize 300x16 mm |
| 24 | Providing and fixing float glass panes of 4 mm thick to glazed windows & ventilators with necv glass putty etc. 4x0.90x1.20=4.32 sqmfor W |
| 25 | Applying two or more coats of synthetic enamel paint of approved brand andmanufacture to give an even shade on wooden/ steel surfaces 2x1.20x6.83=16.39 sqm Door4x2x0.50x0.90x1.20= 4.32 sqm W |
| 26 | Applying two or more coats of colour washing with a base coat of white washing with lime to give an even shade on new wallsExt surface (below plinth level) 0.45M high (230M th wall)L = 2(9.23+4.23) = 26.92M1x26.92x3.45 =92.87 sqm Ext 1x25.08x3.00 = 75.28 sqm Int168.15 sqm Deduction2x4x0.90x 2.00 = (-) 14.40sqm D2x4x0.90x1.20 = (-) 8.64sqm W 145.11 sqm |
| 27 | S/F for point wiring for light point/fan point /exhoust fan point/call bell point with 1.5Sqmm FR PVC insulated copper conductor single core cable in surface /recessed PVC caping & casing with piano type switch phenolic laminated sheet siutable size MS box and earthing point with 1.5 Sqmm FR PVCinsulated copper conductor single core cable etc as reqd.light point: tube=04, holder=04, C/fan=04, 5 Amp socket=04 |
| 28 | Instasllation, testing and commisioning of prewired flourscent fitting/compact flouroscent fitting of all types, complete with all accessories and tube etc directly on ceiling/wall, including connection with 1.5 Sqmm FR PVC insulated copper conductor, single core cable and earthing etc as required. |
| 29 | Installation, testing and commissioning of ceiling fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sqmm FR PVC insulated copper conductor single core cable, including providing and fixing laminated sheet cover on the fan box and carriage of ceiling fan from store to site etc as reqd. |
| 30 | Supplying and fixing 3 pin 5/6 A socket oulet on the existing switch box/ cover including connections etc as reqd. |
| 31 | Supplying and fixing 5/6 A switch on the existing switch box/ cover including connections etc as reqd. |
| 32 | S/F of 3 pin, 5 Amp ceiling rose on the existing junction box incl connection etc as reqd. |
| 33 | S/F brass batten/angle holder incl connection etc as reqd. |
| 34 | S/F SP MCB 5 to 32 Amp rating, 240/415 volts, 10 KA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DP complete with connections, testing and commissioning etc as reqd. |
| 35 | S/F 63 Amps DP 240V, isolator in the existing MCB DB complete with connections, testing and commissioning etc as reqd. |
| 36 | S/F 2+8 way single door MCB Distribution boards 240V on surface/recess complete with tinned copper busbar neutral busbar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted incl earthing but without MCB/RCCB/ Isolator. |
| 37 | Wiring for circuit/ submain wiring alongwith earth wire of PVC insulated copper conductor, single core cable in PVC caping & casing as reqd. Size of wire- 2x6 sqmm + 1x 6 sqmm earth wire. |
| 38 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 39 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level with 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 40 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand). WallL=(3.00+0.375)2+(1.20x3)=10.35m W=0.375mHt=0.45m WallL=(3+0.25)2+(1.20x3)=10.10m W=0.25mHt=0.45m |
| 41 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level Cement mortar 1:4 (1 cement :4 coarse sand). |
| 42 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 43 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls. Under 20 cm wide. |
| 47 | 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.1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources. |
| 48 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement.1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 49 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources. |
| 50 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand). |
| 51 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand). L=(3.00+0.50)x2+(1.20+0.50)x2+(3.00+1.20)x2=18.80mHt=2.10+0.15=2.25m |
| 52 | Supply and laying of stone aggregate of size 90 mm to 45 mm including spreading to a uniform thickness, watering and handpacking etc. complete. |
| 53 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. |
| 54 | 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). |
| 55 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 56 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood. |
| 57 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Kiln seasoned selected planks of sheesham wood.30 mm thick. |
| 58 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer\"s specification and direction of Engineer -in- charge. |
| 59 | 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer\"s specification and direction of Engineer- in-charge of Non decorative finish (matt finish). |
| 60 | 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. |
| 61 | 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 :150x10 mm. |
| 62 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : Long pattern W.C. pan of size 580 mm & Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White each |
| 63 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require.White China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 64 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 65 | 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. |
| 66 | Providing and fixing all accs. GI/UPVC Pipe, Tee, Elbow, 15mm bib cock, stop cock,angle cock, health faucet connection pipe, etc. |
| 67 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in fdn trenches or drain (nexc 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, incl getting out the excavated soil and disposal of surplus excavated soilas directed, within a lead of 50 m.All kind of soil |
| 68 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8(1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 69 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 70 | 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 : 3 graded stone aggregate 20 mm nominal size) |
| 71 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster |
| 72 | Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platform |
| 73 | Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 74 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars |
| 75 | Providing and fixing soil and wastepipes : 110 mm dia PVC pipe selective quality |
| 76 | Providing and fixing 110 mm dia vent cowl selective quality |
| 77 | Constructing brick massonary manhole in cement mortar 1:4 (1 cement:4 coarse sand) with RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand (zone -III):3graded stone aggregates 20mm nominal size), foundation concrete 1:4:8 mix (1 cement:4coarse sand (zone -III):4 graded stone aggregates of 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1cement:3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement:2 coarse sand:4 graded stone aggregates 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: inside size 90x80cm and 45 cm deep including CI cover with frame (light duty) 455x610mm internal dimension, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame15 kg): with common brunt clay FPS(non modular) bricks of class designation 7.5 |
| 78 | Services If any |
