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| 1 | Boringproviding& installing cast-in-situsingle under reamed pileof specified diaand length below pile cap incement concretewith mix M 25of 20mm nominalsizetocarryasafe working loadnotlessthanspecified excluding the cost of steel reinforcement butincluding boringwithbentonide solution and length ofpile to embedded in the pile cap.450 mm dia Piles D.S.R: 20.3.3 |
| 2 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c withinalead of 50m. P.W.D: 251 |
| 3 | Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. P.W.D: 281 |
| 4 | R.c.c. workwith cement approved coarse sandand 2cm. (3/4\") guage approved stoneballast in the proportion 1:1.5:3, (1cement : 1.5coarse sand: 3 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG bindingwire and including necessary centering and shuttering etc.and also including supply of all materials, labour andtools and plants etc, required for proper completion of the works. strength of the concrete shall not be less than M-200. same As abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast. P.W.D: 287 |
| 5 | As in item 5 above but in R.C.C. slab in 1:1.5:3 having strength not less than M200. P.W.D: 284 |
| 6 | As in item 5 above but in R.C.C. heavier beam in 1:1.5:3 having strength not less than M200. P.W.D: 286 |
| 7 | As in item 5 above but in R.C.C. columns in 1:1.5:3 having strength not less than M200. P.W.D: 289 |
| 8 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brickwork(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooksandauthorisedover lappingshallbemeasured upto floor two level. P.W.D: 504 |
| 9 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) Same as above for ground floor (PWD-303+ (307A-307) + 309+310 |
| 10 | 12mm th. plaster over one or halfbrick thick wall (1)1 cement : 4 fine sand (P.W.D-13.11 ) P.W.D: 13.11C |
| 11 | Stone work ( machine cut edges ) for wall lining etc. veneer work upto 10m height, backing filled with a grout of average 12mm thick cement mortar 1:3 ( cement : coarse sand ) including pointing in white cement mortar 1:2 ( white cement : stone dust with an admixture of pigment matching the stone shade ( to be secured to the bracking and the sides by means of cramps and pins which shall be paid for separately ) Red sand stone - exposed face machine cut and table rubbed with rough backing 30mm thick D.S.R: 8.20.1 |
| 12 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing edjacent stone in stone wall lining in cement mortar 1:2 making the necessary chases in stone and holes in walls wherever required. D.S.R: 8.15 |
| 13 | Providing and fixing copper pins 7.5cm long 6mm dia. for securing edjacent stone in stone wall lining in cement mortar 1:2 including making the necessary chasses. D.S.R: 8.16 |
| 14 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepared the surface even and smooth complete DSR: 13.80 |
| 15 | 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 @ 2.20kg/ 10 sqm)(DSR-13.47.1) |
| 16 | S/F of sign board made of I.S. Sheet 18 gauge with angle iron 40x40x6mm with 2.4m height with hold fast fixing in C.C. 30x30x60cm I.C. painting lettering as per IRC standard size 120x 75mm Drection of Engineer incharge at site P.W.D Specification MR |
| 17 | Sand filling in plinth under floors including watering , ramming, consolidating and dressing completeincluding lead upto 50m and lift upto 1.5m excluding cost of sand. MATERIALS |
| 18 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer\"s standard dilution) CH.-8 |
| 19 | Same as in item no. 9 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. (PWD-305+ (307A-307) + PWD-309+ 310+310A |
| 20 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item. (PWD-283 |
| 21 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item. [PWD-284] |
| 22 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item. [PWD-285] |
| 23 | 12mm 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 fine sand. (PWD-13.12 D) |
| 24 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand. (PWD-13.12D+13.33E) |
| 25 | 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 toIS : 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 Engineer-in-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 Engineer-in-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 mm square 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 minimum thickness at khurra as 65 mm. (DSR-22.7.1) |
| 26 | 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. (DSR-11.41.2) |
| 27 | 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, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm (DSR-11.46.2) |
| 28 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in onelayer neat cement (25 mm thick floor). PWD-601A |
| 29 | Supply and fixing 6 mm (1/4\") thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tools and plants etc. required for proper completion of the work. PWD-628 |
| 30 | Wall painting (Two coat) with plastic emulsion paint of approved brand & manufacturer on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth. [PWD NEW ITEM 15.15+15.16] |
| 31 | Wall painting (Two coat) with plastic emulsion paint of approved brand & manufacturer on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth. [Ceiling] [PWD NEW ITEM 15.15+15.16] |
| 32 | Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .(M.R.) |
| 33 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 250 mm x 10mm(M.R.) |
| 34 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm (M.R.) |
| 35 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. (DSR- 14.34) |
| 36 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. (DSR- 9.83) |
| 37 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. (DSR-9.103) |
| 38 | Engraving lines in the plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-in-charge including labour, T & P etc. required for proper completion the work. (PWD-598) |
| 39 | Cutting groove in plaster 1 cm wide & 1 cm deep by using special tools including supply of all tools and plants complete. [PWD-18.08 PAGE 56] |
| 40 | Making drip course in sun shade or facia as per direction of Engineer incharge including supply of all materials, labour T & P etc for proper completion of the work. (PWD-13.18) |
| 41 | Providing and fixing factory made UPVC white colour casement/casement cum fixed glazed window comprising of uPVC multi-chambered frame, sash and mullion ( where ever required ) extruded profile duly reinforced with 1.60+-0.2mm thick galvanized mild steel section made from roll forming process of required length ( shape & size according to uPVC profile ), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel(SS 304 grade ) friction hinges, zinc alloy ( white poe coated ) casement handles, G.I fastener 100x8mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc.profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion ( if required ) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealantover backer fod of required size and of approved quality, all complete as per appoved drawing & direction of Engineer in charge ( single/ double glass panes and silicon sealant shall be paid separately )Casement window double panels with S.S. friction hinges ( 350x19x1.9mm ) made of big series ) frame 67x60mm & sash/ mullion 67x 80mm both having wall thickness of 2.3+-0.2mm and single glazing bead/double glazing bead of appropriate dimension. ( Area of window above 1.50 sqm ) DSR: 9.147A.5 |
| 42 | Providing and fixing stainless steel ( grade 304 ) railing Hollow tubes, channels, plares etc, including welding, grinding, buffing, polishing and making curvature ( wherever required ) and fitting the same with necessary stainless steel nuts and 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 engineer-in-charge, ( for payment purpose only weight of stanless steel members shall be considerd excluding fixing accessories such as nuts, bolts, fastners etc. ) DSR: 10.28 |
| 43 | Providing and fixing white vitreous china water closet squatting pan(indian type W.C. pan)with 100mm sand cast iron P or S strap,10 litre low level PVC flushing cistern(of approved make)with fittings,CI /MS brackets,32mm dia flush pipes with fittings,and clamps over flow arrangement with specials and mosquito proof coupling of approved muncipal design including painting of fittings and brackets,cutting and making good the walls and floors wherever required(a)Orissa pattern W.C. pan of size 580*440 mm with integral type foot rests flush pipes and over flow arrangement 17.1.1 |
| 44 | Providing and fixing white viterous china wash basin with C.I./ms brackets,15mm C.P. brass waste of standard pattern, including paintings of fittings and brackets ,cutting and making good the walls wherever required.(a)Flat back wash basin size 550*400mm with single 15mm C.P. brass pillar tap 17.7.4 |
| 45 | Providing and flexible P.V.C.waste pipe for sink or wash basin including PVCwaste fitting complete. (a) 32 mm dia (for wash basin) 17.2817.28.2.1 |
| 46 | Providing and fixing 8mm dia C.P/ SS Jet with flexible tube upto 1 metre long with SS triangular plate to European type WC of quality and make as approved by E/I . 17.16A |
| 47 | Providing and fixing C.P. brass 32mm size bottle Trap of Approved quality & make and as per the direction of E/I 17.22A |
| 48 | SOIL . WASTE & VENT AND RAIN WATER PIPE AND FITTINGS(a) 100 mm dia centrifugally cast (spun ) iron S & S Pipe 17.35.1.2 |
| 49 | SOIL . WASTE & VENT AND RAIN WATER PIPE AND FITTINGS(b) 75 mm dia centrifugally cast (spun ) iron S & S Pipe 17.35.2.2 |
| 50 | Providing lead Caulked joints to sand cast iron/centrifugaily cast(spun) iron pipes & fittings of diameters. a) 100mm 17.58.1 |
| 51 | Providing lead Caulked joints to sand cast iron/centrifugaily cast(spun) iron pipes & fittings of diameters. b) 75mm 17.58.2 |
| 52 | Providing &fixing M.S. holder -bat clamps of approved design to sand cast iron/cast iron (spun) pipes in bedded in and including cement concrete blocks 10*10*10 cmof 1:2:4 mixed(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nom inal size) including cost of cutting holes and making good the wall etc. 17.37a) 100mm 17.37.1 |
| 53 | Providing &fixing M.S. holder -bat clamps of approved design to sand cast iron/cast iron (spun) pipes in bedded in and including cement concrete blocks 10*10*10 cmof 1:2:4 mixed(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nom inal size) including cost of cutting holes and making good the wall etc. 17.37b) 75mm 17.37.2 |
| 54 | Providing & fixing trap of self cleaning design with screwed down or hinged grating with or without vent arm complete, including cost of cutting & making good the walls & floors. 17.6a) 100mm inlet & 75 mm outlet. Sand cast iron S&S 17.60.2.1 |
| 55 | Providing and flxing sand cast iron coller. a) 100 mm dia. 17.57.1.2 |
| 56 | Providing and flxing sand cast iron coller. b) 75 mm dia. 17.57.2.2 |
| 57 | providing & flexing plain sand cast iron S & SBend of required degree. a) 100 mm dia. 17.39.1.2 |
| 58 | providing & flexing plain sand cast iron S & SBend of required degree. b) 75 mm dia. 17.39.2.2 |
| 59 | Providing & fixing heel rest sand cast iron S&S sanitary bend a) 100 mm dia. 17.40.1.1 |
| 60 | Providing & fixing heel rest sand cast iron S&S sanitary bend b) 75 mm dia. 17.40.2.1 |
| 61 | Providing & fixing centrifugaly cast iron single equal plain junction of required degree a) 100 x 100 x 100mm 17.44.1.2 |
| 62 | Providing & fixing centrifugaly cast iron single equal plain junction of required degree b) 75 x 75 x 75 mm. 17.44.2.2 |
| 63 | Providing & fixing single unequal junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete 17.47a) 100 x 100 x 75mm Sand cast iron S&S as per IS - 3989 17.47.1.2 |
| 64 | Providing & fixing sand cast iron (S&S) terminal guard a) 100 mm dia. 17.56.1.2 |
| 65 | Providing & fixing sand cast iron (S&S) terminal guard b) 75 mm dia. 17.56.2.2 |
| 66 | Providing and fixing G.I. pipes complete with Fitting and clamps, i/c making good the walls etc. concealed pipe, inluding painting with anti corrosive paint, cutting chases and making good the wall: 18.11a) 15 mm dia pipe 18.11.1 |
| 67 | Providing and fixing G.I. pipes complete with Fitting and clamps, i/c making good the walls etc. concealed pipe, inluding painting with anti corrosive paint, cutting chases and making good the wall: 18.11b) 20 mm dia pipe 18.11.2 |
| 68 | Paintings G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality foe new work 18.38a) 15 mm dia nominal bore 18.38.1 |
| 69 | Paintings G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality foe new work 18.38b) 20 mm dia nominal bore 18.38.2 |
| 70 | Providind & fixing unplastcised PVC connection pipe with brass unions. 45cm length 18.21a) 15 mm nominal bore. 18.21.2.1 |
| 71 | Providing & fixing CP brassbob cock of approved quality conforming to IS 8931 18.49a) 15 mm nominal bore. 18.49.1 |
| 72 | Providing & fixing CP brass long body 18.51 bob cock of approved quality conformingto I.S. standards and weighting not lessthan 690gms a) 15 mm nominal bore. 18.51.1 |
| 73 | Providing & fixing CP brass angle value 18.53 for basin mixer and gyser points of approved quality conferming to IS 8931 a) 15 mm nominal bore. 18.53.1 |
| 74 | Providing & fixing gun metal gate valve 18.17 with C.I. wheel of approved quality a) 25 mm dia nominal bore |
| 75 | Providing & fixing gun metal gate valve 18.17 with C.I. wheel of approved quality b) 32 mm dia nominal bore |
| 76 | Providing and placing on terrace polythylene water storage tank IS: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet,and overflow pipes but out fitting and baser support tank. 18.48Circular Tank 18.48A |
| 77 | Providing and fixing brass stop cock of approved quality 18.16b) 20 mm dia nominal bore 18.16.2 |
| 78 | Excavating trenches in all kind of soilof required width for pipes. cables etc. including excavation for sockets and dressing of side of ramming of bottoms depth upto 1.5m including getting out the excavated soil 7 then returning the soil as required, in layer not exceding 20 cm in depth including consolidating each deposited layers by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 2.1a) Pipes, cables etc.not exceeding 80mm dia 2.10.1.1 |
| 79 | Providing & fixing G.I. pipes complete with G.I. fittings and clamp including cutting and making good the walls etc. a) 80 mm dia nominal bore 18.12.8 |
| 80 | Supply and fixing of special for pressure pipeProviding & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 18.17a) 80 nominal bore 18.17.6 |
| 81 | Providing, laying and jointing glazed stone ware pipes grade \"A\" with stiff mixture of cement morter in the proportion of 1:1 (1 cement :1 fine sand) including testing of joining etc. complete. 19.1a) 200 mm diameter 19.1.3 |
| 82 | Providing, laying and jointing glazed stone ware pipes grade \"A\" with stiff mixture of cement morter in the proportion of 1:1 (1 cement :1 fine sand) including testing of joining etc. complete. 19.1b) 150 mm diameter 19.1.2 |
| 83 | Providing and laying cement concrete 1:5:10 alround SW pipe including bed concrete as per standard design. 19.2a) 200 mm diameter 19.2.3 |
| 84 | Providing and laying cement concrete 1:5:10 alround SW pipe including bed concrete as per standard design. 19.2b) 150 mm diameter 19.2.2 |
| 85 | Making connection of drain or sewer line with existing man hole including bracking into and making good the wall, floors with cement concrete 1:2:4 mix cement plaster on both side with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channel for the drainetc. complete for pipes 100 to 250mm dia 19.21for pipes 100 to 250mm dia 19.21.1 |
| 86 | Providing and fixing stone dowels 10x5x2.50cm cut to couble wedge shape as per design in cement mortar 1:2 (1 cement: 2 coarse sand) including making the nrcessary chases. (DSR-7.26) |
