|
| 1 | Earth work in bulk excavationin all kinds of soil by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthall leads and lifts as directed by Engineer-in-Charge. |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms , incl. disposal or filling of excavated earth wherever requiredas per the directions of Engineer-in-charge . |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and wateringincluding all leads, lifts & carriage of material by MT/H.L. |
| 4 | Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber,grades and cross sections. Finished work including material , labourall leads , lifts and carriage of material by MT/HL. |
| 5 | Supplying and filling in plinth with fine sand under floors including, watering,ramming, consolidating and dressing complete |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size) incl. all leads, lifts & carriage of material by MT / H.L. |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)incl. all leads, lifts & carriage of material by MT/ H.L. |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) incl. all leads, lifts & carriage of material by MT/ H.L. |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 (1 cement : 1.5coarse sand :3graded stone aggregate 20 mm nominal size)incl. all leads, lifts & carriage of material byMT/ H.L. |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately |
| 11 | All works upto plinth level |
| 12 | All works above plinth level upto floor V level |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size)including all leads, lifts and carriageof material by MT / H.L.( under floor) |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level Thermo-Mechanically Treated bars of grade Fe-500D or more incl. all leads, lifts andcarriage of material by M.T. / H.L. |
| 16 | Brick work with F.P.S. bricks of class designation 75in foundation and plinthincluding all shapes,leads, lifts and carriage of material by MT / H.L. in cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 17 | Brick work with F.P.S. bricks of class designation 75in foundation and plinthincluding all shapes,leads, lifts and carriage of material by MT / H.L. in cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 18 | Extra for brick work in superstructure above plinth level upto floor V level (By manual means) incl. all leads, lifts & carriage of material by M.T. H.L. |
| 19 | Half brick masonrywith bricks of class designation 75 in foundations and plinth in cementmortar 1:4 ( 1 cement :4coarse sand)incl all leads, lifts & carriage of material by MT / H.L. |
| 20 | Extra for half Brick masonry in superstructure above plinth level upto floor V level incl all leads, lifts and carriage of material by MT / H.L. |
| 21 | Centring and shuttering including strutting propping etc and removal of form work |
| 22 | Foundations, footings, bases of columns etc. for mass concrete. |
| 23 | Suspended floors, roofs, landings, balconies and access platforms. |
| 24 | Lintels, beams, plinth beams, girders,bressumers and cantilevers |
| 25 | Columns, pillars, piers, abutments, posts and struts. |
| 26 | Stairs (excluding landings) except spiral staircases |
| 27 | Edges of slabs and breaks in floors and wallsunder 20 cms wide. |
| 28 | Edges of slabs and breaks in floors and wallsabove20 cms wide. |
| 29 | 6 mm thick plasterto ceiling of mix 1 : 3 ( 1 cement : 3 fine sand) incl. all leads, lifts and carriage of material by M.T / H.L. |
| 30 | 12mm cement plaster of mix 1:4 (1 cement : 4 fine sand) incl. all leads, lifts & carriage of material by MT / H.L. |
| 31 | 15mm cement plaster on rough side of single orhalf brick wall of mix 1:6 (1 cement: 6 fine sand) incl. all leads, lifts & carriage of material by M.T / H.L. |
| 32 | Hand packing stones in wire crate including the cost of stones, wire crates, all leads, lifts and carriage of material by MT/HL complete job |
| 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 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. completeincl.all leads, lifts & carriage of material by MT / H.L.Size of tile 600x600 mm (Double Charged) |
| 34 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approvedmake in colour such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. |
| 35 | 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 36 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and incl. 50 mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge |
| 37 | Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 38 | Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite Work |
| 39 | Making plinth protection 50 mm thick of cement concrete 1:3 : 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed & consolidated & grouted with fine sand including finishing the top smooth. Crushed aggregate including all leads, lifts and carriage of material by MT/H.L. |
| 40 | Brick edging 7cm wide 11.4cm deep to plinth protection with common burnt clay (nonmodular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 Cement : 4 fine sand) and curing complete. |
| 41 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 42 | Providing wood work in Sal woodframes of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): |
| 43 | Providing and fixing 35 mm thickpanelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excl. panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.Second class deodar wood |
| 44 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick .Ply wood 5 ply, 9 mm thick Decorative ply wood both side decorative veneer (type 1) conforming to IS 1328 BWR type |
| 45 | Providing and fixing 35mm thick glazed shutters ofSecond class deodar woodfor doors, windows and clerestory windows using10 kg/ sqm (4 mm thick) glass panes including black enameled ISI marked M.S. butt hinges with necessary screws. |
| 46 | Providing and fixing 35 mm thickWire Gauze shutters using galvanised M.S. wire gauge of average width for aperture 1.4 mm in both direction with wire of dia. 0.63 mm for doors, windows & clerestory windows with hinges & necessary screws. ISI marked M.S. pressed bright finished butt hinges with necessary screws of req. size. Second Class deodar wood. |
| 47 | Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. |
| 48 | Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coatof approved steel primer using structural steel etc. as required. In granting, frames, guard bar, ladders railing, brackets, gates & similar works. |
| 49 | Providing and fixing M.S. tube hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 50 | Providing and fixing ISI marked aluminum butt hinges ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 51 | 125x75x4 mm |
| 52 | 100x63x4 mm |
| 53 | Providing and fixing aluminium tower bolts ISI marked(anodized anodic coating not less than gradeAC 10 as per IS: 1868 transparent or dyed to required colour or shade with necessary screws etc.complete |
| 54 | 200 x 10 mm |
| 55 | 150 x 10 mm |
| 56 | Providing and fixing aluminium handles125 mm ISI marked anodised (anodic coating not less thangrade AC10 as per IS:1868) transparent or dyedto required colour or shade with necessary screws etc complete |
| 57 | Providing and fixing aluminum sliding door bolts 300x16 mm ISI marked anodized (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 |
| 58 | Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. completeSingle rubber stopper |
| 59 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot & cold water supply incl.all PP-R plain & brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge.Internal work-exposed on wall with clamps at 1.00 meter spacing |
| 60 | PN-16 pipe, 16mm OD(SDR-7.4) |
| 61 | PN-16 pipe , 20 mm OD(SDR-7.4 |
| 62 | PN-16 pipe , 25mm OD(SDR-7.4 |
| 63 | PN-16 pipe , 32mm OD(SDR-7.4) |
| 64 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot & cold water supply incl.all PP-R plain & brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-in-charge. External work including trenching, refilling etc.1.00 meter spacing including cutting chases and making good the wall etc. |
| 65 | PN-16 pipe , 25mm OD (SDR-7.4) |
| 66 | PN-16 pipe , 32mm OD (SDR-7.4) |
| 67 | Providing and fixing aluminum casement stays, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 68 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces |
| 69 | Providing and applying white cement based putty of 2 mm thick of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 70 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 71 | Finishing walls with textured exterior paint of required shade on Newwork (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm |
| 72 | Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 73 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 74 | Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90 litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture |
| 75 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominalsize), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design.Inside size 90x80 cm and 60 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 76 | Providing gola 75 x 75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 10mm down gauge) incl. finishing with cement mortar 1:3 ( 1 cement : 3 fine sand) as per standard design in 75 x 75 mm deep chase incl. all leads, lifts & carriage of material by MT/ H.L. |
| 77 | Making Khurras45 x 45 cm with average minimumthickness 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 1 m x 1m 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, making and finishing the outlet completeincl. all leads, lifts & carriage of material by MT/ H.L. |
| 78 | Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brickhoney comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 79 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm dia. nominal bore |
| 80 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover & suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 81 | Providing and fixing wash basin with C.I. brackets, 15mm 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 required.White Vitreous China Surgeon type wash basin size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked |
| 82 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. (Hindware/Cera/Parryware or eqivalvalent make) |
| 83 | Providing & fixing 15mm nominal bore C.P. brass angle valve for basin mixer and gyser points of approved for conforming to IS : 8931 |
| 84 | Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia. |
| 85 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: Semi rigid pipe 32 mm dia |
| 86 | Providing and fixing uplasticized PVC connection pipe with brass unions 45 cm length 15 mm nominal bore |
| 87 | Providing and fixing uplasticized PVC connection pipe with brass unions 30 cm length 15 mm nominal bore |
| 88 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangements of approved quality and colour, weighing not less than 88 gms. |
| 89 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour:600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. |
| 90 | P/F of PVC Float Valveof approved quality |
| 91 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the wallswherever requiredKitchen sink with drain board 510x1040mm bowl depth 250mm |
| 92 | Providing and fixing 15 mm nominal bore C.P. brass bib cock ofapproved quality conforming to IS : 8931complete job. |
| 93 | Providing and fixing 15 mm nominal bore C.P. brass long nose bib cockof approved quality conforming to IS standards and weighing not lessthan 810 gms. |
| 94 | Providing and fixing PTMT soap dish holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106gms. |
| 95 | P/F of PVC Floor Trap of approved Quality |
| 96 | 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 |
| 97 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/ accessories for un plasticized 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 |
| 98 | Providing and fixing 600x120x5mm glass shelf with edges round off supported on anodized aluminum angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs, etc. complete |
| 99 | Providing and fixing toilet paper holder C.P. brass (Make - Jaquar AKP 35751 P). |
| 100 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with brackets of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms (Make - Jaquar ACN 1135 N ) |
| 101 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) 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. ( Make - Jaquar CNS - WHT - 453) |
| 102 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 liter low level white P.V.C. flushing cistern, including flush pipe with manually controlleddevice (handle lever), conforming to IS:7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required. W.C. pan with ISI marked white solid plastic seat and lid ( Make - Jaquar CNS - WHT - 555 SNL) |
| 103 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm 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, incl. painting of fittings and brackets, cutting and making good thewalls and floors wherever required:One urinal basin with 5 liter white P.V.C automatic flushing cistern |
| 104 | Providing and fixing on wall face un- plasticized 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 single socketed pipes 110 mm dia. All complete |
| 105 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of the tiles, including rubbing, cleaning and curing complete,on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .Medium shade using 50% white cement and 50% ordinary cement. |
| 106 | Supplying and fixing rolling shutters of approved make, made of requiredsize 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 confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 107 | Providing & laying integral cement based water proofing treatment incl.preparation of surfaces as req. for treatment of roofs,balconies, terraces etc consisting of following operations.a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 & approved by Engineer-in-charge over the RCC Slab incl. adjoining walls upto 300mm height incl. cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm 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 20mm 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 req. slope & treating similarly the adjoining walls upto 300mm height incl. rounding of Junctions of walls & slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 & approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 & approved by Engineer-in-charge incl. laying glass fibre cloth of approved quality in top layer of plaster & finally finishing the surface with trowel with neat cement slurry & making pattern of 300x 300 mm/sq 3mm deep.e) The whole terrace so finished shall be flooded with water for a min. period of two weeks for curing & for final test. All above operations to be done in order & as directed & specified by Engineer-in-charge. With avg. thickness of 120mm and min. thickness at khurra as 65 mm |
| 108 | Providing & laying water proofing treatment to vertical and horizontalsurfaces of depressed portions of W.C., kitchen & the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with waterproofing compound conforming to IS 2645 in recommended proportionsincluding rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement: 3 coarse sand)mixed with water proofing compound in recommended proportionincluding rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7kg. Per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm) |
| 109 | Providing , laying, spreading and compacting crushed stone aggregate of 63 mm to 45 mmsizesto WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and broomingof13.2 mm nominal size (Type - A) screening/binding material as stone dustto fill up interstices of coarse aggregate, watering and compacting to the required density, finished work to be measured including all leads, lifts and carriage of material byMT/ H.L. (conforming to clause 404 of MORT&H specifications). |
| 110 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to WetMixMacadam (WMM) specification incl. premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications & directions of Engineer-in-Charge. |
| 111 | Providing and laying 50 mm thick Bituminous Macadam compacted thickness with bitumen of grade VG-30 @ 4% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density including tack coat @ 0.75 kg/sqm complete as per specifications and directions of Engineer-in-Charge. |
| 112 | Providing and laying 25 mm Thick Semi- Dense Bituminous Concrete compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification including tack coat @ 0.50 kg/sqm on bitumen surface and 0.75 kg/sqm on WBM surface complete and as per directions of Engineer-in-Charge. |
| 113 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 25x25 mm made of G.I. wire of dia 3 mm incl.strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 114 | Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only & provided with horizontal lines and two diagonals interwoven withhorizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum),between the two posts fitted and fixed with G.I. staples, turn buckles etc.complete. (Cost of posts, struts, earth work and concrete work to be paidfor separately). Payment to be made per meter cost of total length ofbarbed wire used. with G.I. barbed wire |
| 115 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 116 | Providing and fixing in position collapsible steel shutters with verticalchannels 20x10x2mm and braced with flat iron diagonals 20x5 mm size,with top and bottom rail of T-iron 40x40x6mm, with 40mm dia, steelpulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel prime |
| 117 | Constructing masonry Chamber 30x30x50 cm inside, in brick work incement mortar 1:4 (1cement :4 coarse sand) for stop cock, with C.I.surface box 100x100x75 mm (inside) with hinged cover fixed in cementconcrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size ) including necessary excavation,foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coatof neat cement complete as per standard design. With common burnt clay (non modular) bricks of class designation 7.5 |
| 118 | Providing and laying PVC soil waste pipe including bed concrete and all around PVC pipe as per standard design (Prince, finolex, supreme make of 4 kg / cm² pressure. |
| 119 | 75mm dia. |
| 120 | 100mm dia. |
| 121 | 150mm dia. |
| 122 | Providing and fixing PVC plain bend (surpreme / prince make). |
| 123 | 75mm dia. |
| 124 | 100mm dia. |
| 125 | 150mm dia. |
| 126 | Providing and fixing PVC door tee (surpreme / prince make) |
| 127 | 75mm x 75mm dia. |
| 128 | 100mm x 100mm dia. |
| 129 | 150mm x 150mm dia. |
| 130 | Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 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. With Sewer bricks conforming to IS : 4885, 150 x 100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 131 | Providing and fixing stainless steel (Grade 304) railing made of Hollowtubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and 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, (forpayment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 132 | Providing and fixing inauguration stone (granite of size 3/x 2/-0//)incl. engraving , painting, writingand const. of pedestal of 5 feet height by way of brick work , plastering , tiling and painting incl.all leads ,lifts and carriage of material by M .T./H.L. |
