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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-01-2025 | Clarification | Other | 03-01-2025 |
| 2 | 24-12-2024 | Annual Turn Over | Date | 03-01-2025 |
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleare |
| 2 | 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 |
| 3 | All Kinds of soil. |
| 4 | Ordinary Rock |
| 5 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 6 | 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 kinds of soil : |
| 7 | 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) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 8 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : |
| 9 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 10 | Providing and laying hand packed stone soling 50 mm nominal size/ boulder filling including filling, spreading, dressing,ramming, all leads lifts and all carriages complete. |
| 11 | 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) |
| 12 | 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 level1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 13 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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 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 40 mm nominal size) |
| 15 | 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 level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | 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) |
| 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 18 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. |
| 19 | 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-in-charge. 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 |
| 20 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 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-in-charge. 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 |
| 22 | 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) |
| 23 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | 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 40 mm nominal size) |
| 25 | 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. |
| 26 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 27 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 29 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 30 | Riveted and bolted |
| 31 | Welded |
| 32 | 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.Made of G.I. wire of dia 4 mm |
| 33 | 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. |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 35 | Foundations, footings, bases of columns etc. for mass concrete. |
| 36 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 37 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 38 | Suspended floors, roofs, landings, balconies and access platforms. |
| 39 | Columns, pillars, piers, abutments, posts and struts. |
| 40 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 41 | Stairs (excluding landings) except spiral staircases. |
| 42 | Arches, domes, vaults upto 6 m span |
| 43 | Extra for arches, domes, vaults exceeding 6 m span |
| 44 | Extra for shuttering in circular work: |
| 45 | Foundations, footings, bases of columns etc. for mass concrete. |
| 46 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 47 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 48 | Suspended floors, roofs, landings, balconies and access platforms. |
| 49 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 50 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured).Suspended floors, roofs, landings, beams and balconies (plan area to be measured) |
| 51 | 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) |
| 52 | 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) |
| 53 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 54 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washerscomplete. 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 55 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washerscomplete. 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 56 | Providing and fixing of 0.5mm color GS sheet soffit boarding including backing, supports etc., complete |
| 57 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required.0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 58 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 59 | 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. |
| 60 | M.S. tube |
| 61 | Supplying and fixing rolling shutters of approved make, made of required sizeM.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. 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 62 | Providing and fixing balls bearing for rolling shutter |
| 63 | Providing and fixing plained eaves boarding. |
| 64 | 300x40 mm (nominal size) |
| 65 | 250x32 mm (nominal size) |
| 66 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement) |
| 67 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) overand including priming coat with water thinnable cement primer |
| 68 | Applying priming coat:With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 69 | 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 |
| 70 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade (two or more coats on new work). |
| 71 | 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 fastenersshall be paid for separately): First class kail wood |
| 72 | 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 fastenersshall be paid for separately): Second class kail wood |
| 73 | 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 Kail wood (35mm) |
| 74 | Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. With Galvanized M.S. Wire gauge with wire of dia 0.63 mm With 2nd class teak wood beading 62x19 mm |
| 75 | 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 Kail wood (35mm) |
| 76 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (35mm thick)Second class kail wood |
| 77 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size includingnecessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as perarchitectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.)For fixed portion |
| 78 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.)Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 79 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer- in-charge. (Cost of aluminum snap beading shall be paid in basic item).With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm) |
| 80 | 15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 81 | 12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 82 | 12mm Cement plaster finished with a floating coat of neat cement of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 83 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 84 | Providing and fixing of 2mm MS sheet boardingincl supports etc complete job |
| 85 | 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). |
| 86 | Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm |
| 87 | 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 : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), 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 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 88 | Providing & fixing PVC soil waste and vent pipe. |
| 89 | 100mm |
| 90 | 75mm |
| 91 | 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: 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 92 | 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 |
| 93 | Providing and fixing brass bib cock of approved quality. |
| 94 | 15mm dia nominal bore. |
| 95 | 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 |
| 96 | Providing & fixing of 50 litre capacity gyser of approved quality (venus make or equivalent). |
| 97 | Providing & fixing Lighting points in 1.5 sqmm multistrand PVC wire to be laid in conduits including providing & fixing of 5-A switches complete. |
| 98 | Providing & fixing heating points in 2.5 sqmm multistrand PVC copper wire to be laid in conduits including providing & fixing of 16-A switches complete. |
| 99 | Providing & fixing of 1200mm sweep ceiling fans complete with accessories including dimmer of ISI mark complete. |
| 100 | Providing & fixing of Exhaust fan in 1.5 sqmm stand wire to be laid in conduits complete. |
| 101 | Providing & fixing of 16-A MCB of Indocap complete. |
| 102 | Providing & fixing of PVC under drainage laterals with specifications conforming to IS-4985 & IS-15801, 8mm thick fabricated out of approved make with nominal dia of 9mm perforations as per design of bed provided at 60 degrees along with PVC Tees and end caps grouted in concrete, the pressure rating of 10kg/sq cm |
| 103 | 50 mm dia |
| 104 | 75 mm dia |
| 105 | Providing & fixing MCB distribution box 10 way main double door system. |
| 106 | Providing/ supply of thermocol to be laid under matting and cutting into desired dimensions including all sorts of carraige upto site. (12mm) |
| 107 | Providing/ supply of Excel Matting upto site of workand cutting into desired dimensions including all sorts of carraige as per Engineer Incharge |
| 108 | Providing/ fixing of curtains standard size of standard material including all fixtures like hooks/ring/ rods curtain holder etc (complet job) as directed by Engineer Incharge |
| 109 | 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.50 mm thick with 20mm nominal size stone aggregate. |
| 110 | Flooring with marble stone of specified thickness as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including rubbing, polishing and curing complete with: Makrana White Second quality 16 mmMakrana White Second quality (16mm) |
| 111 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 112 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 113 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface |
| 114 | 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. |
| 115 | 1 mm thick |
| 116 | 2 mm thick |
| 117 | Distempering with 1st quality Acrylic/oil bound washable distemper (ready-made) having VOC content less than 50 grams/litre of approved manufacturer and of required shade and colour complete as per manufacturers’ specifications, one or more coats on old work |
| 118 | Providing and fixing aluminium handlesfor door stopper ISI marked anodised ( anodi coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and sahde with necessary screws etc complete |
| 119 | 125mm size |
| 120 | 100mm size |
| 121 | Providing & fixing aluminium hanging floor door stopper ISI marked annodized ( 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 (Single rubber stopper) |
| 122 | 15mm Cement plasteron the rough side of single or half brick wall of mix: 1: 6 mix (1 cement : 6 fine Sand). |
| 123 | Providing and fixing aluminium tower bolts ISI marked (anodised anodic coating not lees than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessaryscrews etc complete |
| 124 | 150x10mm |
| 125 | 100x10mm |
| 126 | Providing & fixing aluminium sliding door bolt ISI marked annodized (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 (300x16mm) |
| 127 | Providing and fixing Salem Stainless Steel A lSI 304 (18/8) kitchen sink as per I.S. 13983 with C.l. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required:Kitchen sink with drain board 510 x1040mm Bowl depth 250mm |
| 128 | Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 129 | 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 |
| 130 | Providing & fixing MS grill of required pattern in frames of windows etc. with Ms flat,square or round bars etc. including priming coat with approved steel primer. All complete. (fixed to steel windows by welding) |
| 131 | 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. In all colours, shades, except White, Ivory, Fume Red Brown |
| 132 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete |
| 133 | On steel work |
| 134 | On concrete work |
| 135 | Providing and fixing G,I pipes (B medium) complete with G.I fittings excluding trenching and refilling etc., (external work) for rising main and delivery main of OHT |
| 136 | 15 mm dia. nominal bore |
| 137 | 20 mm dia. nominal bore |
| 138 | 25 mm dia. nominal bore |
| 139 | 40 mm dia. nominal bore |
| 140 | 50 mm dia. nominal bore |
| 141 | 65 mm dia. nominal bore |
| 142 | 80 mm dia. nominal bore |
| 143 | 100 mm dia. nominal bore |
| 144 | 150 mm dia. nominal bore |
| 145 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work)(Light) |
| 146 | 15 mm dia. nominal bore |
| 147 | 20 mm dia. nominal bore |
| 148 | 25 mm dia. nominal bore |
| 149 | 40 mm dia. nominal bore |
| 150 | 50 mm dia. nominal bore |
| 151 | 65 mm dia. nominal bore |
| 152 | 80 mm dia. nominal bore |
| 153 | 100 mm dia. nominal bore |
| 154 | Renewing glass panes, with wooden fillets wherever necessary : Float glass panes of thickness 4.0 mm (weight not less than 10kg/sqm) |
| 155 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 156 | 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. In colour such as White, Ivory, Grey, Fume Red Brown |
| 157 | Supply and filling of filter media from approved source - Gravel (Graded gravel - size ranging from 2.0mm to 40.00 mm) in filter beds. Including all carriages, complete job |
| 158 | Supply and filling of filter media from approved source - Sand (Coarse filter sand - in filter beds. Including all carriages, complete job |
| 159 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 160 | Providing and fixing of MS surface boxes (0.75x0.75x0.75) of 6mm thick plate for sluice valves. The job includs fixing of angle iron frame legs in cement concreate 1:2:4 mix with locking arrangements complete. |
| 161 | Providing/ fixing of 250MM and MS pipe including manufacturing fabricating installing at site fixed as a drum for providing different connections including installing of same on MS stands and fixing of outlet flanged connections of different dia including fixing a common supply main up to drum including all carriage complete. |
| 162 | Supplying and fixing of 25mm dia. medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 163 | Providing and carrying out wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl. cost of conduit) |
| 164 | Providing and carrying out wiring for heating points with 4.0 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, modular combinedS&S 16Amp along with modular plate, suitable GI box and earthing the point with 2 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl cost of conduit) |
| 165 | Providing and carrying out wiring for twin control light points with 1.5 sq. mmFRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, two way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl. cost of conduit) |
| 166 | Providing and carraying out circuit/ sub main wiring along the earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, two way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl. cost of conduit) |
| 167 | 2x2.5 sq. mm + 1x2.5 sq.mm earth wire |
| 168 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 169 | Supply and fixing single pole 5 A to 32 A rating, 240 V, 10 KA, \"C\" miniature circuit breaker suitable for inductive load in the MCB DB complete with testing commissioning and connections etc., as required |
| 170 | Supply of 24 Watt LED slim aluminium panel surface type complete in all respects |
| 171 | Installation of exhaust fan in the existing opening including making good the damaged connection testing commissioning as required |
| 172 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 173 | Supplying and fixing double pole 63 Amp 240V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load in MCB DB complete with connections, testing and commissioning etc. as required. |
| 174 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required |
| 175 | Supply of 200 mm nominal sweep Exhaust Fans including shutter from outside complete.Confirming to relevant Indian Standards |
| 176 | Supplying and fixing 12-way double door, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 177 | Providing, fitting and testing of LED flood light IP65 30W rating to pre-wired electric points on the outside of the Filter House building. |
| 178 | Providing and laying of armoured cable 95mm, 3.5 core for main service line of reputed make in P.V.C pipes of required dia to accommodate the service line including bends etc., from main transformer to the main panel board including copper thimbles, earth work excavation and filling for laying of cable complete. |
| 179 | Providing and fitting at site 3-phase, Voltage stabilizer of following ratings, oil emersed, of standard make and quality including accessories as required. The job includes making of connections with main panel board and service line. To be paid in fitted and finished form after testing on full load capacity, complete job. |
| 180 | 25 KVA |
| 181 | 30 KVA |
| 182 | Providing and fitting of panel board with angle iron supports and A.C. sheets for fixing of MCCB, change over switch, bus bars etc. The job includes nuts bolts and embedding of supports in cement concrete blocks complete job. |
| 183 | Providing and fitting of: |
| 184 | 100 Amp. 4 pole Change over of reputed make |
| 185 | 200 Amp. 4 pole Change over of reputed make |
| 186 | 32 Amp-Copper bus bar |
| 187 | 32 Amp-Copper bus bar |
| 188 | 100 Amp MCCB |
| 189 | 63 Amp MCCB |
| 190 | 16 Amp MCCB |
| 191 | 3-phase indicator points |
| 192 | 3-phase voltmeter and Amperemeters |
| 193 | Bleach and backwash tank pump panel board fittings starter (to be paid separately) |
| 194 | 16 Amp MCCB |
| 195 | 6 Amp MCCB |
| 196 | 3-phase indicator points |
| 197 | 3-phase voltmeter |
| 198 | 3-phase Amperemeters |
| 199 | Air blower pannel board fittings starter (to be paid separately) |
| 200 | 16 Amp MCCB |
| 201 | 3-phase indicator points |
| 202 | 3-phase voltmeter |
| 203 | 3-phase Amperemeters |
| 204 | Alum tank panel board fittings starter (to be paid separately) |
| 205 | 16 Amp MCCB |
| 206 | 3-phase indicator points |
| 207 | 3-phase voltmeter |
| 208 | 3-phase Amperemeters |
| 209 | Rotatory bridge panel board starter (to be paid separately) |
| 210 | 16 Amp MCCB |
| 211 | 6 Amp MCCB |
| 212 | 3-phase indicator points |
| 213 | 3-phase voltmeter |
| 214 | 3-phase Amperemeters |
| 215 | Providing, fitting, testing and commissioning of following items for Flash Mixer: |
| 216 | Mixing device with reduction gear system |
| 217 | 3-phase Electrically driven motor: |
| 218 | 1.0 HP |
| 219 | Foundation \ Base plate |
| 220 | Starter along with necessary wiring upto motor |
| 221 | Providing, fitting, testing and commissioning of following itemn for Alum Dosing Unit- |
| 222 | Mixing device with reduction gear system. |
| 223 | 3-phase electrically driven motors: |
| 224 | 1.0 HP |
| 225 | Foundation / Base plate |
| 226 | Starter along with necessary wiring upto motor |
| 227 | P.V.C outlet, overflow system with fittings upto point of application |
| 228 | 50 mm dia Service water piping. |
| 229 | 150 mm drain outlet |
| 230 | Constant dozing unit with time device |
| 231 | Manually operated hoist |
| 232 | Providing, fitting, testing and commissioning of following itemns forChlorine Dosing Unit- |
| 233 | Mixing device with reduction gear system. |
| 234 | 3-phase electrically driven motors: |
| 235 | 1.0 HP |
| 236 | Foundation / Base plate. |
| 237 | P.V.C outlet, overflow system with fittings upto point of application. |
| 238 | Starter along with necessary wiring upto motor |
| 239 | 50mm dia service water piping |
| 240 | 150 mm drain outlet |
| 241 | Constant dozing unit with time device |
| 242 | Providing fitting, testing and comissioning ofair blower standard make ISI mark capable of providing compression @ 0.35 kgs/sqcm coupled with suitable 3 phase induction electric motorcomplete with auxiliary pipe system upto filter beds with pressure guage, Nozzles, foundation block, base plate, air check valve , non- return valve, Starter etc |
| 243 | 4.2 KLPM Air blower with 5.0 HP Motor. |
| 244 | Up Wash Arrangements Supply installation and successful testing and commissioning of mono block pumping unit standard make ISI mark coupled with 2 phase induction motor with appropriate pumping capacity so as to fill the tank within the max. of 2 hours with nominal dynamic head of 25m along with all accessories like foot valves, non- return valves, foundation block, base plate, suction pipe, suitable rising main with nominal dia 50mm (class-B)with heavey dutyvalves and other accessories required for the job. |
| 245 | Pumping unit with 5.0 HP Motor. |
| 246 | P/F testing and commissioning of MS Rotating Desludging Bridge comprising of following items:Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete for the Installation Testing and Commissioning of Half Bridge with Central Drive mechanism, scrapper and churners for required dia Clarifer. |
| 247 | Welded |
| 248 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 249 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete |
| 250 | On steel work |
| 251 | Central axle turn table with double bearing and guide for incoming cable. |
| 252 | Peripheral drive assembly with following motors, gear box, rollers, drive trolly (60:1 reduction gear box). |
| 253 | Pumping unit with 2.0 HP Motor. |
| 254 | Pumping unit with 5.0 HP Motor. |
| 255 | Starter along with necessary wiring upto motor |
| 256 | Flocculator drive assembly with crown wheel, pinion sets, reduction gear (40:1) with motors complete job. |
| 257 | 1.0 HP |
| 258 | Incoming cable, telescopic electric pole with rotary current collector |
| 259 | Providing/ Fixing, installation, successful commissioning of double flanged MS pipes/specials to be fabricated from MS tube heavy quality nominal thickness 6mm, conforming to relevant Indian Standard IS-1239 and/or IS 1161 read with up to date amendments. The pipe material should be of standard quality and must withstand all the anticipated design pressure ratings.The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job. |
| 260 | Providing & fixing of 0.63mm thick PGI sheets at construction joints including all leads and lifts complete job as directed by Engineer-in-charge |
| 261 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.50 m |
| 262 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). |
| 263 | Depth exceeding 1.5 m but not exceeding 3 m |
| 264 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 |
| 265 | 100 mm dia Ductile Iron Class K - 7 Pipes |
| 266 | 150 mm dia Ductile Iron Class K - 7 Pipes |
| 267 | 200 mm dia Ductile Iron Class K - 7 Pipes |
| 268 | 250 mm dia Ductile Iron Class K - 7 Pipes |
| 269 | 300 mm dia Ductile Iron Class K - 7 Pipes |
| 270 | 350 mm dia Ductile Iron Class K - 7 Pipes |
| 271 | 400 mm dia Ductile Iron Class K - 7 Pipes |
| 272 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
| 273 | 15 mm dia. nominal bore |
| 274 | 20 mm dia. nominal bore |
| 275 | 25 mm dia. nominal bore |
| 276 | 40 mm dia. nominal bore |
| 277 | 50 mm dia. nominal bore |
| 278 | 65 mm dia. nominal bore |
| 279 | 80 mm dia. nominal bore |
| 280 | 100 mm dia. nominal bore |
| 281 | 150 mm dia. nominal bore |
| 282 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) |
| 283 | 20 mm nominal bore |
| 284 | 25 mm nominal bore |
| 285 | 32 mm nominal bore |
| 286 | 40 mm nominal bore |
| 287 | 50 mm nominal bore |
| 288 | 65 mm nominal bore |
| 289 | 80 mm nominal bore |
| 290 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately). |
| 291 | 20 mm dia |
| 292 | 25 mmdia |
| 293 | 50 mm dia. |
| 294 | 80 mm dia. |
| 295 | 100 mm dia. |
| 296 | Providing/Fitting and fixing ,successful testing ofdouble flanged non rising spindle with hand wheel NRV C.I Sluice valveKirloskar make heavy duty of PNI rating ( male/ female) with R.I Cloth nuts bolts includesall leads and lifts , andcost of Spun yarn etc complete job . |
| 297 | 100mm dia NRV |
| 298 | 150mm dia NRV |
| 299 | Providing & fixing of MS bends of required dia and Tee\"s including welding charges, carriage of welding machine upto site of work and fixing at site including cost of rubber gaskets/washers/nuts & bolts etc as complete job. |
| 300 | Providing fixing of MS lid cover of 0.60x0.60m with angle iron frame including locking arrangement and all carraiges complete. |
| 301 | Providing and fixing of MS ladder of required height made of 50x50x6mm angle section with 40x40x5mm thick treads etc all work as complete job. |
| 302 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 303 | 25 to 40 mm nominal bore |
| 304 | 50 to 80 mm nominal bore |
| 305 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). |
| 306 | 100 mm dia.Class I |
| 307 | 150 mm dia.Class I |
| 308 | 200 mm dia.Class I |
| 309 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
| 310 | 80 mm dia. Class 1 |
| 311 | 100 mm dia. Class 1 |
| 312 | 125 mm dia. Class 1 |
| 313 | 150 mm dia. Class 1 |
| 314 | 200 mm dia. Class 1 |
| 315 | 250 mm dia. Class 1 |
| 316 | 300 mm dia. Class 1 |
| 317 | 350 mm dia. Class 1 |
| 318 | Providing and laying D.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 9523 (as per site requirement) |
| 319 | Up to 300 mm dia. |
| 320 | Over 300 mm dia. |
| 321 | Providing and fixing of MS flanged joints (12mm thick) to double flanged GI/DI pipes including cutting of pipes, welding charges, cutting of flanges, rubber gasket, bolts, nuts including testing of joint and all sorts of carriages. Complete Job. |
| 322 | 80 mm dia. pipe |
| 323 | 100 mm dia. pipe |
| 324 | 125 mm dia. pipe |
| 325 | 150 mm dia. pipe |
| 326 | 200 mm dia. pipe |
| 327 | 250 mm dia. pipe |
| 328 | 300 mm dia. pipe |
| 329 | 350 mm dia. Pipe |
| 330 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 331 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. |
| 332 | 100 mm dia pipes |
| 333 | 150 mm dia pipes |
| 334 | 200 mm dia pipes |
| 335 | 250 mm dia pipes |
| 336 | 300 mm dia pipes |
| 337 | 350 mm dia pipes |
| 338 | 400 mm dia pipes |
| 339 | 450 mm dia pipes |
| 340 | Installation, testing and commissioning of pre wired fluorescent fitting/ compact flurescent fitting of all types, complete with all accessories and tube/ lamp etc., directly on ceilling/ wall, including connections with 1.5 sq. mm FLRSPVC insulated, copper conducter, single core cable and earthing etc., as required. |
| 341 | Extra for pre finished nosing to tread of steps of marble stone |
| 342 | Extra marble stone flooring in tread of steps and risers using single length upro 2 mtr |
| 343 | Grassing with section no. 1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supply of good earth if needed (the good earth shall be paid separately) in rows 5cm apart in either direction |
| 344 | Spreading of sludge, dump manure or/ and good earth in required thickness as per direction of officer incharge (cost of sludge dump manure or/ and good earth to be paid separately |
| 345 | 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):KD/ Silver wood |
| 346 | 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.KD/ Silver wood |
| 347 | 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 :KD/ Silver wood |
| 348 | Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. completePopular wood |
| 349 | Providng and fixing panelled or panelled and glazed shutters for doors , windows and clerestory windows including ISI marked M.S pressed Butt hinges bright finsihed of required size with necessary screws35mm thick silver wood/K.D |
| 350 | Providing and fixing of 2mm MS sheet boardingincl supports etc complete job |
| 351 | Supply and fixing/installation including succesful testing and commissioning alongwith trial run for a period of three (03) months GRP Hot Compressed Moudling SMC (Sheet Moulding Compound) tanks with certificate as per ISI Specifications and in accordance with (IS: 14399 -1996 Part I & II). In addition to the storage capacity, the tank should have a free board of minimum 150mm. The tank shall be assembled/constructed using GRP/SMC panel of 1 m x 1 m, 1 m x 2 m or 1m x 0.5m panel as per site requirement. The Dimensions of the tank shall be chosen as per site requirement/design/drawing of the steel staging/platform. The roof of the tank should have panel of size 1m x 1m or as per site requirement, one manhole should be provided on the roof of the tank with double lip construction and proper locking arrangement. The panel should withstand Hydro Static Pressure of at least 4 times the working load and should be provided with HUG nut bolts/washers; Rubber foam gasket cover washer, cleats, including air vents, necessary support system of appropriate size for the roof top panels. The tank shall be constructed as per manufacturer\"s instructions and met all ISI standards. All M.S. Parts inside/outside should be painted with anti-corrosive paint to avoid rust. The tank should have ladders inside and outside, provision of inlet / outlet / overflow / drain etc. complete job. The rates include all Freight, lead, lift to any distance as a loading, unloading, all taxes (GST), charges, all L&M, T&P as a complete job. Nothing extra will be paid whatsoever the case may be, on turnkey basis.181.600 KL (40000 Gallon) |
| 352 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m. |
| 353 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. |
| 354 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 355 | Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, |
| 356 | 450 mm dia piles [M25] |
| 357 | 450 mm dia piles [M30] |
| 358 | 450 mm dia piles [M35] |
| 359 | 500 mm dia piles [M25] |
| 360 | 500 mm dia piles [M30] |
| 361 | 500 mm dia piles [M35] |
| 362 | 600 mm dia piles [M25] |
| 363 | 600 mm dia piles [M30] |
| 364 | 600 mm dia piles [M35] |
| 365 | 750 mm dia piles [M25] |
| 366 | 750 mm dia piles [M30] |
| 367 | 750 mm dia piles [M35] |
| 368 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in- Charge. Single pile upto 50 tonne safe capacity Initial test (Test Load 2.5 times the safe capacity) |
| 369 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in- Charge. Single pile upto 50 tonne safe capacityRoutine test (Test Load 1.5 times the safe capacity) |
| 370 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
| 371 | 80 mm dia. Class 1 |
| 372 | 100 mm dia. Class 1 |
| 373 | 125 mm dia. Class 1 |
| 374 | 150 mm dia. Class 1 |
| 375 | 200 mm dia. Class 1 |
| 376 | 250 mm dia. Class 1 |
| 377 | 300 mm dia. Class 1 |
| 378 | 350 mm dia. Class 1 |
| 379 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately).First class kail wood (35mm) |
| 380 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) |
| 381 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone (Using Quarry) |
| 382 | 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:Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 383 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - SAND: |
| 384 | 5 Km |
| 385 | Beyond 5 km upto 10 km per km |
| 386 | Beyond 10 km upto 20 km per km |
| 387 | Beyond 20 km per additional km |
| 388 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate below 40mm : |
| 389 | 5 km |
| 390 | Beyond 5 km upto 10 km per km |
| 391 | Beyond 10 km upto 20 km per km |
| 392 | Beyond 20 km per additional km |
| 393 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate 40mm and above : |
| 394 | 5 Km |
| 395 | Beyond 5 km upto 10 km per km |
| 396 | Beyond 10 km upto 20 km per km |
| 397 | Beyond 20 km per additional km |
| 398 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Steel/ CGI Sheets: |
| 399 | 5 Km |
| 400 | Beyond 5 km upto 10 km per km |
| 401 | Beyond 10 km upto 20 km per km |
| 402 | Beyond 20 km per additional km |
| 403 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Cement: |
| 404 | 5 Km |
| 405 | Beyond 5 km upto 10 km per km |
| 406 | Beyond 10 km upto 20 km per km |
| 407 | Beyond 20 km per additional km |
| 408 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Bricks: |
| 409 | 5 Km |
| 410 | Beyond 5 km upto 10 km per km |
| 411 | Beyond 10 km upto 20 km per km |
| 412 | Beyond 20 km per additional km |
| 413 | Carriage of materials by manual means including loading, unloading, stacking of materials- (Sand) |
| 414 | Ist 50m |
| 415 | Beyond Ist 50m |
| 416 | Carriage of materials by manual means including loading, unloading, stacking of materials- Aggregate Below 40mm |
| 417 | Ist 50m |
| 418 | Beyond Ist 50m |
| 419 | Carriage of materials by manual means including loading, unloading, stacking of materials- Aggregate 40mm and Above |
| 420 | Ist 50m |
| 421 | Beyond Ist 50m |
| 422 | Carriage of materials by manual means including loading, unloading, stacking of materials- Steel/CGI Sheets |
| 423 | Ist 50m |
| 424 | Beyond Ist 50m |
| 425 | Carriage of materials by manual means including loading, unloading, stacking of materials- Cement |
| 426 | Ist 50m |
| 427 | Beyond Ist 50m |
| 428 | Carriage of materials by manual means including loading, unloading, stacking of materials- Brick |
| 429 | Ist 50m |
| 430 | Beyond Ist 50m |
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