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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 2 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 3 | Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment(excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart. |
| 6 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)25MM THICK |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, finishing and reinforcement- All work up to plinth level 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)RAFT |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, finishing and reinforcement- All work up to plinth level 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)PLINTH BAND |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, finishing and reinforcement- All work up to plinth level 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)COLUMN |
| 10 | Reinforced cement concrete work in beams, suspended floor, 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 the floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregrate 20 mm nominal size derived from natural sources).COLUMN |
| 11 | Reinforced cement concrete work in beams, suspended floor, 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 the floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregrate 20 mm nominal size derived from natural sources).LINTEL BAND |
| 12 | Reinforced cement concrete work in beams, suspended floor, 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 the floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregrate 20 mm nominal size derived from natural sources).SLAB |
| 13 | Reinforced cement concrete work in beams, suspended floor, 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 the floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregrate 20 mm nominal size derived from natural sources).BEAM |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form forShuttering in raft |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form forShuttering work in Column |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form forShuttering work in Slab |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form forShuttering work in Beam |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form forShuttering Work In Lintel Band/Plinth Band |
| 19 | 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 of grade Fe-500D or more.UP TO plinth Lvl. |
| 20 | 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 of grade Fe-500D or more.Above plinth Lvl. |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in Foundation and Plinth in: Cement Mortar 1:4 (1 Cement : 4 Coarse sand FM 2.25 |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in Superstructure above plinth level up to floor V level in all shapes and sizes in : Cement Mortar 1:4 (1 Cement : 4 Coarse sand FM 2.25 |
| 23 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in Superstructure above plinth level up to floor V level. : Cement Mortar 1:4 (1 Cement : 4 Coarse sand) |
| 24 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 25 | Providing and fixing fly proof stainless steel grade 304 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. 0.50 mm all complete. With 12 mm mild steel U beading |
| 26 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand 2.25 F.M. ) |
| 27 | 12 mm cement plaster of mix :(OUTER SIDE) 1 : 6 (1 cement : 6 coarse sand 2.25F.M.) |
| 28 | 15 mm cement plaster of mix :(INNER SIDE) 1 : 6 (1 cement : 6 coarse sand 2.25 F.M.) |
| 29 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in one layer neat cement, including cement slurry, but excluding the cost of nosing of step etc.40 mm thick with 20 mm nominal size stone aggregate25MM THICK |
| 30 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in one layer neat cement, including cement slurry, but excluding the cost of nosing of step etc.40 mm thick with 20 mm nominal size stone aggregate |
| 31 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick |
| 32 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 33 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, 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. |
| 34 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 35 | Finishing walls with Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 36 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour all complete, as per manufacturer's specification. New work ( two or more coats ) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. |
| 37 | Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 38 | 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 20mm. Thick base of cement morter 1:4 cement and coarse sand mixed with water proo fing compound spreading cement slurry mixed with aerelic cement concrete waterproofing compound filed gaps of coba & top of coba mortar mixed with water proofing compoond in 1:4 cement & coarse & morter finished smooth & top mashed false square 30cmX30cm. & side wall parapet shall be mono tythic plaster wall up to 30cm.higher & junction & corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T & P etc. com. for proper completion of work. |
| 39 | Providing and laying of Making appron drain (230x150) mm .Including cost of M-150 Brick and 1:3 coarse sand mortar 2.26 f.m,Plaster 1:3 coarse sand ,25mm c.c.Flooring ,Labour and all materials . etc complete. |
| 40 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 41 | Materials shifting in campus up to 1km including loading and unloading |
| 42 | PLUMBINGProviding 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 |
| 43 | Providing & fixing soil, waste and vent pipes.100mm dia centrifugally cast iron S & S pipe. OR PVC SWR PIPE |
| 44 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100mm |
| 45 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc100mm dia pipe. |
| 46 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes confometreing to IS : 13592 Type A including jointing with seal ring confometreing to IS : 5382 leaving 10 mm gap for themetreal expansion . (i) Single socketed pipes.110mm diameter |
| 47 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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.110mm |
| 48 | 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.110mm |
| 49 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 50 | 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.Bend 87.5°110 mm bend |
| 51 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall25mm dia nominal bore (medium duty) |
| 52 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall32mm dia nominal bore (medium duty) |
| 53 | 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. Concealed work, including cutting chases and making good the walls15mm dia nominal bore |
| 54 | 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. Concealed work, including cutting chases and making good the walls20mm dia nominal bore |
| 55 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.15mm nominal bore |
| 56 | Providing & fixing CP brass bib cock of approved quality confometreing to IS 8931 15mm nominal bore |
| 57 | Providing and fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats).25mm. Nominal bore |
| 58 | Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore |
| 59 | Providing and fixing gun metal gate valve with wheel of approved quality.32mm dia nominal bore |
| 60 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore |
| 61 | 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. |
| 62 | ELECTRICALWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.Group C |
| 63 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 64 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 65 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). |
| 66 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)6 way, Double door |
| 67 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole |
| 68 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Double pole |
| 69 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as required. |
| 70 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 71 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 72 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.10 sqmm2core |
| 73 | Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver setcomplete in all respect. |
| 74 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 175 to 200 Watt. Confirming to IP 66 Protection complete in all respects |
| 75 | EXTERNAL PLUMBINGExcavating trenches in all kind of soil 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 & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia |
| 76 | 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.150 mm dia. R.C.C. pipe |
| 77 | 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.Used for NP2150mm diameter S.W. Pipe |
| 78 | Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80 cm & 500cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. |
| 79 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. |
| 80 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.32 mm dia nominal bore |
| 81 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.32mm |
| 82 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c 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) 12mm thick, finished with a floating coat of neat cement complete as per standard designWith common burnt clay M-150.(non modular) bricks of class designation. |
| 83 | SEPTIC TANK & SOAKPITEarth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. |
| 84 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 85 | 40 MM C.C.Flooring |
| 86 | Brick work common burnt clay F.P.S.(non modular) bricks of class designationM-150 in foundation and plinth in: Cement mortar 1 : 4(1 cement : 4 coarse sand) |
| 87 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, finishing and reinforcement- All work up to plinth level 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) |
| 88 | Suspended floors, roofs, landings, balconies and access platform |
| 89 | 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 of grade Fe-500D or more. |
| 90 | 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) |
| 91 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 92 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 93 | Providing & fixing 75mm dia vent pipes. |
| 94 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 95 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter |
| 96 | 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 M-150 |
| 97 | G.S.T Extra as per applicable Please Enable Macros to View BoQ information |