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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil 70% |
| 2 | Ordinary Rock @20% |
| 3 | Hard Rock (Blasting Prohibited) @10% |
| 4 | 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 lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kind of soil 70% Ordinary Rock,@20%Hard rock @10% |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material All kinds of soil. |
| 6 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish,lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 8 | Earth work in excavation by manual means 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 lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kind of soil. |
| 9 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil |
| 10 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 11 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size |
| 14 | 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 |
| 15 | 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) |
| 16 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 17 | 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) |
| 18 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 20 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | 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 workability 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. All works upto plinth level |
| 22 | 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 workability 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.All works above plinth level upto floor V level |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts. |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for:Weather shades, chajjas, corbels etc. including edges. |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for rs, roofs, landings, balconies and access platform with waterproofing ply 12 mm thick |
| 29 | Lintel, beams, plinth beams, girders, bressumers and cantilevers with waterproofing ply 12 mm thick |
| 30 | Stairs (excluding landings) except spiral staircases |
| 31 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 32 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 33 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand |
| 34 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 35 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand |
| 36 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 37 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand |
| 38 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand |
| 39 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 40 | 6MM CEMENT PLASTER6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 41 | 15mm Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 42 | Add for plaster drip course/grooves in plastered surface or moulding to R.C.C. projections |
| 43 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete. 40mm thick with 20 mm nominal size stone aggregate |
| 44 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 45 | 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. complete Size of tile 600x600 mm |
| 46 | 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 and shades,in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete. Size of tile 600x600 mm |
| 47 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, 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..1 In colour such as White, Ivory, Grey, Fume Red Brown |
| 48 | 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 pointingin white cement mixed with pigment of matching shade complete. |
| 49 | Kota stone slab 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, polishing and curing complete |
| 50 | Extra for pre finished nosing in treads of steps of kota stone/ sand stone slab. |
| 51 | Providing wood work in frames 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): Sal wood |
| 52 | 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) |
| 53 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws |
| 54 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class deodar wood |
| 55 | Providing and fixing glass panes with 2nd class teak wooden fillets.Float glass panes of thickness 5.0 mm (weight not less than 12.5 kg/sqm) |
| 56 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : Second class deodar wood |
| 57 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 58 | Providing and fixing 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. M.S. tube |
| 59 | Providing and fixing aluminum sliding door bolts 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 : 300x16 mm |
| 60 | Providing and fixing aluminum sliding door bolts 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 : 250x16 mm |
| 61 | Providing and fixing aluminum tower bolts 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 : 250x10 mm |
| 62 | 100x10 mm |
| 63 | 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. complete Twin rubber stopper |
| 64 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 125 mm |
| 65 | 100mm |
| 66 | Providing & fixing bright finished brass hard drawn hooks and eyes 150mm |
| 67 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per anufacturers’ specifications:Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture |
| 68 | Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick |
| 69 | 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 |
| 70 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm |
| 71 | Applying priming coat: With ready mixed pink or grey primer of approved brandand manufacture on wood work (hard and soft wood) |
| 72 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 73 | Painting with ready mixed synthetic enamel paint of approved brand and manufacture in all shades to give an even shade on new steel works.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 74 | CPVC PIPES AND FITTINGSProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work-exposed on wall, including fixing the pipe with clamps at 1.00 meter spacing 15mm nominal outer dia pipes. |
| 75 | 20mm nominal outer dia pipes |
| 76 | 25mm nominal outer dia pipes. |
| 77 | Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good the wall etc. 15mm nominal outer dia pipes |
| 78 | 20 mm nominal outer dia pipes |
| 79 | External work including trenching and refilling etc.complete 1620 (20mm OD) pipe |
| 80 | 2025 (25mm OD) pipe |
| 81 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: 15 mm dia. nominal bore |
| 82 | 20 mm dia. nominal bore |
| 83 | 25 mm dia. nominal bore |
| 84 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore |
| 85 | 25 mm dia. nominal bore |
| 86 | 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. (i) Single socketed pipes 110 mm diametre |
| 87 | 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. 110 mm |
| 88 | 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. (i) Single socketed pipes Single tee without door |
| 89 | 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. (i) Single socketed pipes 110 mm bend |
| 90 | 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 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: W.C. pan with ISI marked white solid plastic seat and lid |
| 91 | 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 |
| 92 | 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,including painting of fittings and brackets, cutting and making good the walls and floors wherever required: One urinal basin with 5 literwhite P.V.C automatic flushing cistern. |
| 93 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-Charge and finished smooth. White Agaria Marble Stone |
| 94 | Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms |
| 95 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 |
| 96 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls whereverrequired:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 97 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings |
| 98 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 99 | 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 |
| 100 | Providing and fixing un plasticized P.V.C. connection pipe with PTMT nuts, collars and bush of approved quality and colour 15 mm nominal bore with 45 cm lengt |
| 101 | Providing and fixing PTMT grating of approved quality and colour. Circular type.100 mm nominal dia. |
| 102 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-incharge. |
| 103 | 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 |
| 104 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 105 | Providing and fixing kitchen sink including making all connections excluding cost of fittings : White glazed fire clay sink of size 600x450x250 mm. |
| 106 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour: Waste coupling 38mm of 83 mm length and 77 mm breadth weighing not less than 60gms. |
| 107 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: . 32 mm dia |
| 108 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore |
| 109 | 20 mm nominal bore |
| 110 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 20 mm nominal bore, weighing not less than 40gm |
| 111 | 25 mm nominal bore, weighing not less than 62gms |
| 112 | Providing and fixing kitchen sink including making all connections excluding cost of fittings : White glazed fire clay sink of size 600x450x250 mm. |
| 113 | Providing and installation of electric water of crumptum make having 1 HP including all fittings complete. |
| 114 | Providing and fixing soil, waste and vent pipes : 100 mm dia. |
| 115 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase |
| 116 | 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 |
| 117 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 118 | 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 119 | Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for singlepipe line |
| 120 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charges .With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 121 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 122 | Supplying and stacking at site Graded crushed stone aggregate of size 13.2 mm nominal size (Type A) |
| 123 | Supplying and stacking at site Graded crushed stone aggregate of size Moorum |
| 124 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 125 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including 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 and directions of Engineer-in-Charge |
| 126 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications on WBM @0.75 kg/ sqm |
| 127 | Providing & laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to stie by tippers, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tendem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer- in- charge 50 mm average compacted thickness with bitumen of grade VG-30 @3.5% (percentage by weight of total mix) prepared in Drum Type hot Mix Plant of 60-90 TPH capacity |
| 128 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm |
| 129 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent |
| 130 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 131 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge andaccordance with applicable specifications |
| 132 | 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.Including all cost of material and carriages complete. |
| 133 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete |
| 134 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge.1 Made of G.I. wire of dia 4 mm |
| 135 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided withhorizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 meters (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixedwhile casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per meter cost of total length of barbed wire used. With G.I. barbed wire |
| 136 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angleiron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron,all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 137 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colou r& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweepingextra sand complete all as per direction of Engineer-in-Charge. .1 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 138 | Providing & fixing PVC pipes 6 kg/ cm2 pressure excluding PVC fittings, jointing with adhesive/ seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion of approved make Supreme/ Finolex/ Astral or equivalent. 110 mm |
| 139 | Providing & fixing PVC pipes 6 kg/ cm2 pressure excluding PVC fittings, jointing with adhesive/ seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion of approved make Supreme/ Finolex/ Astral or equivalent. 80 mm |
| 140 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm dia Door Tee |
| 141 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm dia plain Bend |
| 142 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm dia collar |
| 143 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm dia P-Trap |
| 144 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm dia Door Bend |
| 145 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm dia Plain Tee |
| 146 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm PVC Prince cliff |
| 147 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm x 80 mm dia Reducer |
| 148 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 110 mm 45 deg Bend |
| 149 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm 45 deg Bend |
| 150 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm dia door bend |
| 151 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm dia door Tee |
| 152 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm dia plain Bend |
| 153 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm dia collar |
| 154 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm dia floor trap |
| 155 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm dia plain Tee |
| 156 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm dia PVC Prince cliff |
| 157 | Providing & laying PVC accessories & fitting of approved make supreme/finolex/astral or Equivalent. 80 mm dia PVC Cowel caps |
| 158 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. |
| 159 | Providing and fixing 6.0 m high G.I. Flag Mast made of heavy duty G.I. pipe including base plate, pulley arrangement, nylon rope, and Indian National Flag (approx. 6 ft × 4 ft) complete. The item includes PCC foundation (1:2:4) of suitable size, anchor bolts, painting of pole with two coats of synthetic enamel paint over one coat of primer, all fittings and fixtures, and complete installation in position as directed by Engineer-in-Charge |
| 160 | Providing & Fixing Wind Direction Indicator with Obstruction Light Providing and fixing ICAO compliant Wind Direction Indicator (Windsock) comprising 1.5 m long fluorescent windsock mounted on 6.0 m high G.I. pole with 360° rotating frame, including PCC foundation, painting, anchor bolts, and all fittings. Including LED aviation obstruction light (IP65), wiring with copper cable in PVC conduit, connection to power supply, complete in all respects as per direction of Engineer-in-Charge. |
| 161 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets 25 mm dia ( heavy type) |
| 162 | UPVC Blind Pipe 100 mm dia |
| 163 | Carriage of sand avg lead 45 km by MT |
| 164 | Carriage of stone agg below 40mm avg lead 10km |
| 165 | Carriage of stone agg above 40mm avg lead 10km |
| 166 | Carriage of brick avg lead 200km MT |
| 167 | Stone av. Distance 5 KM MT Please Enable Macros to View BoQ information |
