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| 1 | Excavation in foundation in ordinary soil (loam clay or sand)includingfilling lift upto 1.5m (5 feets) & lead upto 30m (100 feets) & including filling ,watering & ramming of excavated earth in to the trenches or into the space b/w the building & the site offoundation trenches or into the plinth & removal & disposalof surplus earth as directed by the E/I uptp a distance of30M(100 fts.) from the foundation trenches |
| 2 | Earth work on filling including cartage of earth from a distance not more than 8.0 Km including watering, ramming, consolidating and dressing complete and cost of earth and excavation of earth including all taxes ,royality etc complete. |
| 3 | Sand filling in plinth including supply of nacessary quantity of sand from a distance not exceeding 8 kms. From the site of work and including watering dressing etc. labour and T&P etc. required for the proper completion of the work . Saplings of girth upto 30 cms measured at a height of 1 M . above ground level and removal of rubbish upto a distance of 50 M out side the periphery of area cleared . |
| 4 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 5 | Providing andinjectingchemical emulsion for preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe the external perimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordancewill be used Therateofapplicationofchemical emulsion shallbe asfollows : (1)Treatment for masonary & foundation 5 liters per/100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm (4)Treatmentjunction of wallandthe floor 7.5 liters /100 sqm (5)Treatmentofsoilalong external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm. |
| 6 | R.C.C. work with cement approved coarse sand (F.M 2.20 to 3.60) and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. |
| 7 | As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) |
| 8 | As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 9 | As in item 6 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) |
| 10 | As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 11 | First class brick work in 1:6 cement and coarse sand of 1.50 to2.0 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work. |
| 12 | Same as in item no. 11 abovebutin super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. |
| 13 | Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. |
| 14 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 15 | 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 plyveneering 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 |
| 16 | Same as above item no 15 but for double leaf shutters addextra. |
| 17 | Mild steel or iron workofsmall sizes and sections suchas holding down bolts,holdfasttierods,gratings etc. ( when notincludedinan overall rates) wroughttorequiredfromincludingsupply ofsteel anditswastage includingsupplyof bolts, nuts & watageetc & their fixingrequired for completion of the work. |
| 18 | Fabrication of holdfastfordoor chaukhats and windows. |
| 19 | Fabrication of grill / staircase railing. |
| 20 | Fabrication of Z-section steel windows. |
| 21 | Angle ironchaukhats 40*40*5 |
| 22 | Fixingofsteelorwoodenchaukhats in position. |
| 23 | (a) Door chaukhats |
| 24 | (b) Window chaukhats |
| 25 | (c) Ventilator chaukhats |
| 26 | 15 mm thick 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 1.50 to 2.00) |
| 27 | 12 mm thick cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 Coarse. sand (F.M 1.50 to 2.00) |
| 28 | 15 mm thick cement plaster on rough side of single or half brick wall of mix :1:4 (1 cement: 4 coarse sand) including supply of all materials, labour ,T&P etc proper comletion of work |
| 29 | Providing and fixing ceramic glazed wall/floor 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 20 mm thick bed of cement mortar 1:4 (1 cement : 4coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.Floor tile size 300 X 300 mm and wall tile size 300 X450 mm |
| 30 | 2.5 cm. (1”) thick 1:2:4 cement concrete floor with cement, approved coarse (FM 2.2 to 3.6) and 2 cm. graded approved stone ballast laid in panels finished with 3mm (1/8”) floating coat of neat cement and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 31 | Supply and fixing of 25 mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 32 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 33 | 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), 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 |
| 34 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 35 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade |
| 36 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 37 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including supply of all materials labour Tools & plantes etc. required for proper completion of the work.but for every coat after the firsh coat. |
| 38 | Providing wall putty on new surface with approved quality material of Berger/ j.k./birla or similar make 2 coats. |
| 39 | Painting or varnishing work in small area of steel work with one coat of ready mixed primer and two coat ofapproved superior quality ready mixed paint or varnish including supply of all materials ,labour Tools & plants etc, required for proper completion of the work .paint to be used shouid confirm the ISI NO 103-1950 |
| 40 | Same as item 32 abovebutonnew wood surface. |
| 41 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mmsquare 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimumthickness at khurra as 65 mm. |
| 42 | Providing&layingoflight cinder filling under floor of toilets&other sunken roofs. |
| 43 | Providing & fixing stainless steel sliding door bolts ISI markedcomplete. (a) 300mm x 16mm. |
| 44 | Providing & fixing stainless steel tower bolts ISI markedcomplete. (a) 250mm x 10mm. |
| 45 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 100 mm |
| 46 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (a) 4 mm thick |
| 47 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 48 | Making contraction joints in terraced roof parapet type as per PWD specification including supply of necessary quantity of filter, brick tile all materials, labour, tools and plants etc. required for proper completion of the work. |
| 49 | Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide |
| 50 | Providing & fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing & making curvature (wherever required) & fitting the same with necessary stainless steel nuts & bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Eng-in-charge. (weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 51 | 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 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light shade pigment using white cement |
| 52 | Construction of apron drain with excavation ,75 mm thick base concrete 1:4:8 ( 1 cement : 4 coarse sand (F.M 2.2 to 3.6) :8 stone ballast 40 mm nominal size),class 150 brick work in 1:4 cement and coarse sand mortar, 25 mm thick cement concrete flooring and 15 mm thick cement plaster in 1:4 cement and coarse sand mortar finished with a floating coat of neat cement including supply of all material,labour T&P etc for proper completion of work. |
| 53 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required |
| 54 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 55 | Same as abovefor W.C. pan (European type) with ISI marked white solid plastic seat and lid |
| 56 | 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 a)White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. |
| 57 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete,including painting of fittings and brackets, cutting and making good the wall wherever required :Size 450x300x150 mm |
| 58 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 59 | a) 32mm dia |
| 60 | b) 40mm dia |
| 61 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 62 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requiredc) Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern |
| 63 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. |
| 64 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms |
| 65 | Providing and Fixing C.P. brass Ablution health faucet assembly with 1.2 m long braided PVC hose with mounting bracket fixed on wall complete.[FOR EWC] |
| 66 | Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to IS:8931. 15 mm nominal bore |
| 67 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. |
| 68 | 100 mm dia |
| 69 | 75 mm dia |
| 70 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. |
| 71 | 100 mm dia |
| 72 | 75 mm di a |
| 73 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.100 mm inletto 75mm out let |
| 74 | 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 |
| 75 | Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(internal work)Exposed on wall |
| 76 | a) 25mm dia nominal bore (medium duty) |
| 77 | b) 32mm dia nominal bore (medium duty) |
| 78 | c) 40mm dia nominal bore (medium duty) |
| 79 | 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 1.00m 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 walla) 32mm dia nominal outer dia pipes |
| 80 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. |
| 81 | a) 15mm dia nominal outer dia pipes |
| 82 | b) 20mm dia nominal outer dia pipes |
| 83 | c) 25mm dia nominal outer dia pipes |
| 84 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.a) 15mm nominal bore |
| 85 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore |
| 86 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.a) 15mm nominal bore |
| 87 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931a) 15mm nominal bore |
| 88 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 89 | a) 25mm dia nominal bore |
| 90 | b) 32mm dia nominal bore |
| 91 | c) 40mm dia nominal bore |
| 92 | Providing and fixing brass stop cock of approved quality. |
| 93 | a) 15 mm nominal bore |
| 94 | b) 20 mm nominal bore |
| 95 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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.Capacity 2000 litre |
| 96 | Providing and fixing square mouth S.W.R Gully trap brick masonry chamber with class 150. bricksand water tight C.I. cover with frame of 300 x 300mm.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) 150 x 100 mm. size P type |
| 97 | S/F of upvc SWR Pipe Type -B confirming to IS -13592 incluiding jointing the pipes with rubber ring lubricant and UPVC SWR Cuplar confirming to IS 14735 also inluiding excavation of treches cutting of walls and holes and repairing of walls , floors and refilling the trenches as before cut including cost of other fittings such as door band, T and YT including supply of all materials labour and t&p required for prper complition of the work.b) 160mm diameterS.W R. Pipe |
| 98 | Haunching of SWR Pipes with cement concrete in 1:2:4 (1 cement: 2 coarse sand : 4 Stone grit 20mm nominal size) with a complete section of size 300x300mm around the pipe. Including supply of all materials and Labour complete. b) 160mm diameterS.W.R Pipe |
| 99 | Constructing brick masonry manhole with 150 class designation . 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 :4coarse 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.a) Inside size 90x80 cm & 45 cm 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. |
| 100 | .a) Inside size 90x80 cm & 45 cm 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. |
| 101 | b) Extra for depth of man hole size 90x120 cm |
| 102 | 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. |
| 103 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) |
| 104 | e) 32mm nominal bore. |
| 105 | f) 25mm nominal bore. |
| 106 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. |
| 107 | e)32mm |
| 108 | f)25mm |
| 109 | Constructing masonry Chamber 90x90x100cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : |
| 110 | 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. |
| 111 | Providing & fixing of 75mm dia cast iron vent pipe |
| 112 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 113 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 114 | M.D. -10- Circular shape 500mm internal diameter |
| 115 | M.D. -2.5- Circular shape 450mm internal diameter |
| 116 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 150 and S.W.R drain pipe 100 mm diameter, 1.8m long complete as per standard design. |
