|
| 1 | Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5M and lead up to 50M. and including filling, watering and ramming of the excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 50M. from the foundation trenches.(SI NO 251) |
| 2 | M-150 brick work in 1:6 mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 3 | R.C.C. work with cement, approved coarse sand and 2cm (1.5\") gauge approved stone grit in the proportion of 1:1.5:3excluding supply of reinforcement and its bending but including 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 T&P etc. required for proper completion of the work. .(SI 283A) |
| 4 | Earth Filling of trenches, plinth and sides of foundation etc. in layers not exceeding 20cm. in depth consolidating each deposited layer by ramming & watering and dressing andall taxes required for proper completion of the work. |
| 5 | Sand filling in plinth and under floors including watering, ramming, consolidating and dressing complete including supply of all materials, labour and T&P etc. required for proper completion of work. . ((SI NO255+ Mat.sl no 19) |
| 6 | R.C.C. work with cement, approved coarse sand and 2cm (1.5\") gauge approved stone grit in the proportion of 1:1.5:3Raft foundation and footings excluding supply of reinforcement and its bending but including 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 T&P etc. required for proper completion of the work. .(SI NO 287A) |
| 7 | R.C.C work with cement, approved coarse sand and 2 cm. (3/4\") gauge approved stone grit in the proportion of 1:1.5:3 in lighter beam having span upto 6 meter excluding supply of reinforcement and its bending but including 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 T & P etc. required for proper completion of work. Binding wire cost being included in the item. (Refer SCH P.W.D (285A)) |
| 8 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in column excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 289) |
| 9 | Providing and laying ofcement conrete 1:6:12 (1 cement: 6 fine sand : 12 graded brick aggregte 40 mm nominal size ) including curing, supply of all material, labour, T&P etc complete in all respect required for proper completion of the work. (S.I. No. 273) |
| 10 | 12mm thick cement plaster in1:4 with cement and coarse sand mortar single coat on fair side or half brick wall upto floor two level including curing, supply of all material, labour, T&P etc complete in all respect required for proper completion of the work . (SI. No. 584) |
| 11 | 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)(apex, Ultima, wheather Coat all guard) asian & berger. |
| 12 | Mild steel or iron in plain work such as reinforced cement concrete or reinforced brick work (when not included in an overall rates), wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bends, hooks and authorized overlapping shall be measured upto floor two level. (SI NO 504) |
| 13 | Providing and fixing of self supported arc type roofing with colour coated imported galvalume sheet as per ASTM international standards A792, basemrtel thickness 1.00 mm and total 1.07 mm thick with tolerance +- 1.02mm of width coil 914 mm with tolirence +- 2mm, coating mass AZ150, yield strength 350 MPA including GST and all consumable anchors, fasterners washers, paint and hangers for lighting purpose and includingtransportation etc. complete in all respect with fixing at site as per requirement of engineer-in-charge at various loaction at mandi hath-path( work will be done by specialised co. PROFLEX of equilvanent co . at site.) including all machine T&P etc. ( Market Rate) |
| 14 | Providing and laying in cement concrete 1:2:4 stone grit 20 mm size cement and coarse sand for thick floor including cost of work. |
| 15 | Mild steel or iron work in heavy size such as trusses, build up gates, record racks, roof work, gates etc. wrought to required form including drilling holes, riveting or welding where necessary and their fixing required for proper completion of the work. (S.I.No. 503) |
| 16 | Providing andinjecting chemical emulsionfor pre-constructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junction surrounding ofpipe sandconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313 (Part-II-1981) Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordance will be used.Therateofapplicationofchemical emulsion shall be asfollows : (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm. |
| 17 | R.C.C. work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone ballast in the proportion 1:1.5:3 (1 cement :1.5 coarse sand : 3 aggregates) , in lintels of doors and windows excluding supply of rienforcement and its bending the same with 24 WG binding wire and necessary centring and shuttering etc and alsoincluding supply of all materials labour and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20.nominal size |
| 18 | As in item 3.2 above but inSLAB in M 20 concrete with M-20 concrete nominal size (PWD 285A) |
| 19 | Same as in item no.14above but in super-structure including necessary cuttingand moulding ofbrickworkas requiredandalsoincludinghoney combed brick work in thickness of wall one brickthick. 1:6 (PWD 303+(306-307)+309+310)) |
| 20 | Same as in item no. 4.1 but in 1:4 cement and coarse sand mortar in super structure for wall thickness 4.5\" thick .( PWD 305B+309+310+310A) |
| 21 | 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws |
| 22 | Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screwsetc. complete. Twin rubber stopper |
| 23 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodiccoating not less than gradeAC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 300x10 mm |
| 24 | above but 200x10 mm |
| 25 | Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than gradeAC 10 as per IS : 1868) transparent or dy: 150 mm |
| 26 | 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 screwsetc. complete : 300x16 mm |
| 27 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 28 | Mild steel or iron work in small sizes and sections such as shading down bolts, hold fast tie rods gratings etc, (when not included in an over all rates) wrought to required forn including cost of bolts, nuts id required and welding,grinding and making holes as required for proper completion of work fabrication of holes Doors Chaukhats and nosing. |
| 29 | Fabrication and suppy & fixing of mild steel grill as per design including the stair case M.S. angle iron. T-iron ,M.S. flats as directed by Engineer in charge suppy of all steel and its wastage , cutting & drilling holes and welding where necessary including each joints to be perfectly welded and joined including suppy of all materials, Nuts, Bolts labour , tool & plants etc. and also including special machinery such as drilling of weding grinding plants etc. as required for the proper completion of the work and supplying a coat of red lead paint over the entire area. |
| 30 | Providing& fixing pressed steel door frames confirming to IS:4351 manufactured from commercial mild steel sheet of 1.25 mm thickness incluing hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.25 mm presse mild steel welded or rigidly fixed together by mechanical means, adustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strikeplate and shock absorbers as specifie and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge.Fixing with adjustable lugs with split end tail toeach jamb |
| 31 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 32 | 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 stone slab colour black, Cherry/Ruby red Area of slab upto 0.50 sqm |
| 33 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 34 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 35 | 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), including grouting the joints with white cement and matching pigments etc.,complete.size 600 x600 mm |
| 36 | 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 coarsesand), including grouting the joint with white cement & matching pigments etc. complete.size 600 x600 mm |
| 37 | Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 38 | 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. |
| 39 | Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black ofany size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shadecomplete. |
| 40 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1stquality conforming to IS : 15622, of approved make, in colours 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 @ 3.3kg/ sqm including grouting the joints with white cement and matchingpigments etc., complete |
| 41 | 40 mm thick 1:2:4 plain cement concrete floor with approved coarse sand and 2 cm (3/4\") graded approved stone laid in panels finished with 3 mm flooring coat of neat cement and mrble dustin 5:1 as specifiedwith out base concretePWD SI No.605 |
| 42 | 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 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 Engineerin-Charge : With average thickness of 120 mm and minimum thickness atbrick coba |
| 43 | 12 mm thick plaster with cement mortar consisting of 1 part cement and 3 part of approvedcoarse sand. Minimum thickness not to be less 10 mm incluiding supply of all materials, labours and T&P etc. required for proper completion of work. As in item 9.1 above butRough cast finish to plaster of different mortar add extra itemout side |
| 44 | As in item 9.1 above but 12mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) |
| 45 | 1:3 (1 cement : 3 fine sand) ceiling plaster |
| 46 | One priming coat of cement primer and one coat oil distemper on new work including suppy of all materials labour and tools and plats etc required for proper |
| 47 | Applying one coat of white cement over new suface then Finishing walls with one coat of water proof cement paint of appoved make and quality on new work with two coat to give an even shade including supply of all materials labour and tools & plants etc required for proper completion of the work. |
| 48 | Painting or varnishing new iron work in small areas or new wood with coat (up to one sq meter) of ready mixed priming paint and one coat of approved superior quality ready mix paint (2nd quality synthetic cnarnel paint of approved brand such as British paint , shalimar ,Asian of equivalent supply of all materials, labour,t&P etc required for proper completion of work. Panit to be used should confirm the ISI No 103-1950 As in item 9.7 above but for every coat after first coat. |
| 49 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 50 | Making of plinth protection of Cement concrete 1:3:6 with stone grit of 20 mm size over 70 mm bed of dry brick ballast (40 mm size) well rammed & consolidated with fine sand including finishing top smooth with neat cement including earth work and curing. |
| 51 | Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) |
| 52 | Providing and fixing on wall face un plasticised 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 |
| 53 | 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. 10 mm bend |
| 54 | Providing and fixing to the inlet mouth of rain water pipe PTMT (anEngineering Thermoplastic) grating square (Slit) 150 mm squarewith a height of 8 mm and weighing not less than 100 gms. |
| 55 | 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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 56 | Float glass panes . 4 mm thick glass pane (weight not less than10kg/sqm). |
| 57 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. |
| 58 | 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 required : Single half stall urinal with 5 litre P.V.C. automaticflushing cistern |
| 59 | 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 Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps |
| 60 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia |
| 61 | P/fixing 100 mm sand cast Iron grating for gully trap. |
| 62 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm |
| 63 | Providing and fixing toilet paper holder : 17.34.1 |
| 64 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineerin- charge. |
| 65 | Providing and fixing soil, waste and vent pipes :00 mm dia. Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 66 | Sand cast iron S&S pipe as per IS: 1729. |
| 67 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :For 100 mm dia. Pipe |
| 68 | For 75 mm dia. Pipe |
| 69 | Sand cast iron S&S as per IS - 3989 |
| 70 | Sand cast iron S&S as per IS - 1729 |
| 71 | Providing and fixing plain bend of required degree.100 mm |
| 72 | Sand cast iron S&S as per IS -1729 |
| 73 | Sand cast iron S&S as per IS - 3989 |
| 74 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. above but 100x100x100 mm |
| 75 | Sand cast iron S&S as per IS - 3989 above but 75x75x75 mm |
| 76 | Sand cast iron S&S as per IS - 3989 |
| 77 | Sand cast iron S&S as per IS - 1729 |
| 78 | Sand cast iron S&S as per IS - 3989 |
| 79 | Sand cast iron S&S as per IS - 1729 |
| 80 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100 mm |
| 81 | above but 75 mm |
| 82 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 3989 |
| 83 | 100 mm inlet and 75 mm outlet Sand Cast Iron S&S as per IS- 1729. |
| 84 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :100 mm diameter pipe |
| 85 | P/fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 450MM long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. |
| 86 | Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 87 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. 20 mm dia. nominal bore |
| 88 | avobe but 25 mm dia. nominal bore |
| 89 | above 32 mm dia. nominal bore |
| 90 | Providing and fixing CPVC pipes complete with CPVCfittings including trenching and refilling etc. 40 mm dia. nominal bore |
| 91 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length. 15 mm nominal bore |
| 92 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter |
| 93 | Painting CPVCpipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 20 mm diameter pipe. |
| 94 | 25 mm diameter pipe. |
| 95 | 32 mm diameter pipe. |
| 96 | 40 mm diameter pipe. |
| 97 | Painting CPVCpipes and fittings with two coats of anti-corrosivebitumastic paint of approved quality : 40 mm dia. nominal bore |
| 98 | Providing and filling sand of grading zone V or coarser grade all-round the CPVCpipes in external work.40 mm diameter pipe |
| 99 | P/fixing CPVCUnion in CPVC pipe incl. cutting and threading the pipe and making long screws etc. complete (New work)15 mm nominal bore |
| 100 | 20 mm nominal bore |
| 101 | 25 mm nominal bore |
| 102 | 32 mm nominal bore |
| 103 | 40 mm nominal bore |
| 104 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 25 mm nominal bore |
| 105 | 20 mm nominal bore |
| 106 | 32 mm nominal bore |
| 107 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore. |
| 108 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.5 mm nominal bore. |
| 109 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore. |
| 110 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore. 15mm nominal bore |
| 111 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 112 | 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 diameter |
| 113 | above but 250 mm diameter |
| 114 | Providing and fixing square-mouth S.W. gully trap grade \"A\"’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm 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 : 100x100 mm size P type. With F.P.S. Bricks class designation 75 |
| 115 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with 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 and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With F.P.S. bricks with class designation 75 |
| 116 | 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. |
| 117 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 118 | White washing three coat including supply of all materials labour T&P etc required to proper completion of work |
| 119 | earth work in embankment mechanically compacted to ordinary soil, excavation to be done in the form of regular pits not exceeding 0.5mtr in depth and embankment to be in 20cm layers includin ramming and dressing pulverisation of the surface including supply of labour T&P Roller and water sprinkler. |
| 120 | Providing and laying 10.00 cm compacted thickness of stone aggregate of specific sizes 45-90 mmof water bound macadam specification incluiding spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-1 as per technical Speicification clause 405 including cost of material, roller, cartage, loading, unloading, labour and all taxes complete or as per direction of Engineer in charge. |
| 121 | water Bound Macadam (45-63) providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kn static roller in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstices of coarse aggregatewaterring and compacting to the required density Grading 2 as per Technical Specification Clause 405 |
| 122 | water Bound Macadam (22.4-53) providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kn static roller in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstices of coarse aggregatewaterring and compacting to the required density Grading 2 as per Technical Specification Clause 405 |
| 123 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70KG/sqm usingmannual means. |
| 124 | providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg persqm on the prepared surface cleaned with hydraulic broom |
| 125 | providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100kn static roller capacity finished to requred level and grades to be followed by seal coat. |
| 126 | providing and laying seal coat \"C\" type sealing the voids in a bituminous surface laid to the specified levels grade and cross fall. |
| 127 | brick edging on both side of the raod with M-150 bricks 8 cm wide and 11.5 cm deep laid with mud mortar including cost of bricks all labourfinished to be required template and in proper alignment T&P and also including dressing and ramming the excavated earth as per direction of Engineer in Charge ( SI 765) |
| 128 | Providing and laying 80mm thick factory made cement concrete enterlocking paver block of M-30 grade made by block making machine with stong vibratory compaction, of approved size design & shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand filling the joints with fine sand etc. all complete as per the direction of E/I |
| 129 | 05 Year Mainteness @2.5% of internal road |
| 130 | providing and laying cement concrete in 1:4:8(1 cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) and curing comp. including coast of form work in Foundation and floors. |
| 131 | RCC work Providing and laying in position specified grade of in RCC raft foundation including the cost of centering shuttering finishing and exccluding reinforcement All work up to plinth level 1:2:4 (1 cement:2 coarse sand : 4 graded stone aggregate 20mm nominal size ) |
| 132 | Supply and hoisting of sintex or equivalent high density polyethylene seamless of piece moulded tanks and placing the same in proper position including all taxes labour and T&P etc. for proper comp. of work tank shold be ISI marked Sintex or equivalent |
| 133 | P/F ball valve (brass) of approved quality High or low pressure with plastic floats comp. 15mmm nominal bore |
| 134 | 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 wall etc. 16 mm nominal outer dia pipes 16 mm nominal outer dia pipes(Dar-18.8.1) |
| 135 | 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 wall etc. 16 mm nominal outer dia pipes 20 mm nominal outer dia pipes (Dar-18.8.2) |
| 136 | Earth filling or levelling surface |
| 137 | P/L 80mm Inter lockingtile |
| 138 | P/F chlorniated polyvinyl chloride (CPVC) pipe haiving stablity for hot & cold water supply including all CPVC plain & Brass threaded fittinge etc. 25mm dia pipe |
| 139 | above but 20mm dia pipe |
| 140 | above but 15mm dia pipe |
