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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) 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. |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material: |
| 3 | All kinds of soil : |
| 4 | 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. |
| 5 | All kinds of soil : |
| 6 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 7 | 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 8 | 1 meter from cutting edge |
| 9 | 25 meter beyond 1 m from cutting edge |
| 10 | 50 meter beyond 1 m from cutting edge |
| 11 | 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: |
| 12 | All kinds of soil : |
| 13 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.14.2 Depth exceeding 1.5 m but not exceeding 3 m |
| 14 | 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) 21.2.1 By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete. |
| 15 | 450 mm dia piles |
| 16 | M-25 |
| 17 | M-30 |
| 18 | M-35 |
| 19 | 500 mm dia piles |
| 20 | M-25 |
| 21 | M-30 |
| 22 | M-35 |
| 23 | 600 mm dia piles |
| 24 | M-25 |
| 25 | M-30 |
| 26 | M-35 |
| 27 | 750 mm dia piles |
| 28 | M-25 |
| 29 | M-30 |
| 30 | M-35 |
| 31 | Vertical load testing of piles in accordance with IS 2911 (PartIV) 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. 21.6.1 Single pile upto 50 tonne safe capacity |
| 32 | Initial test (Test Load 2.5 times the safe capacity) |
| 33 | Routine test (Test Load 1.5 times the safe capacity) |
| 34 | 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. (Chipping of Pile Heads) |
| 35 | Providing and laying hand packed stone soling (Quarry) 75mm nominal size including ramming and dressing including all leads lifts and all carriages complete. |
| 36 | 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: |
| 37 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 38 | 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 |
| 39 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 40 | 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. |
| 41 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 42 | 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: |
| 43 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 44 | Providing and laying upto floor v level reinforced cement concrete in kerbs, steps and the like including curing but excluding the cost of centering, shuttering, finishing and reinforcement with: |
| 45 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 46 | Reinforced cement concrete work in arches, arch ribs, 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: |
| 47 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 48 | Reinforced cement concrete work in chimneys, shafts upto floor five level including curing complete but excluding the cost of centering, shuttering, finishing and reinforcement with: |
| 49 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 50 | 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. |
| 51 | All works upto plinth level |
| 52 | All works above plinth level upto floor V level |
| 53 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately.5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 54 | Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof. |
| 55 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. |
| 56 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 57 | Foundations, footings, bases of columns etc. for mass concrete. |
| 58 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 59 | Suspended floors, roofs, landings, balconies and access platforms. |
| 60 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 61 | Columns, pillars, piers, abutments, posts and struts. |
| 62 | Stairs (excluding landings) except spiral staircases. |
| 63 | Spiral staircases (including landings) |
| 64 | Arches, domes, vaults upto 6 m span |
| 65 | Extra for arches, domes, vaults exceeding 6 m span |
| 66 | Chimney and shafts |
| 67 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) |
| 68 | Edges of slabs and breaks in floors and walls |
| 69 | 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). |
| 70 | Suspended floors, roofs, landings, beams and balconies (plan area to be measured) |
| 71 | 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) |
| 72 | 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 and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 73 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. |
| 74 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 75 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. |
| 76 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 77 | Welding by Gas/Electric plant including all cariages to and fro complete as per directions of Engineer-in-charge including testing of Joints. |
| 78 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : |
| 79 | Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 80 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 81 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 82 | 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): |
| 83 | First class kail wood |
| 84 | Pre-laminated particle board with decorative lamination on both sides,Grade I, Type II IS : 12823 marked |
| 85 | 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. |
| 86 | First class kail wood (30 mm thick shutter) |
| 87 | Second kail wood(30 mm thick shutter) |
| 88 | 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. |
| 89 | With Galvanized M.S. Wire gauge with wire of dia 0.63 mm |
| 90 | With 2nd class teak wood beading 62x19 mm |
| 91 | 4 mm thick glass pane (weighing not less than 10 kg/sqm) |
| 92 | Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size withnecessary 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). |
| 93 | First class kail wood(35 mm) |
| 94 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. |
| 95 | First Class kail wood |
| 96 | 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. |
| 97 | Using M.S. angles 40x40x6mm for diagonal braces. |
| 98 | Using flats 30x6mm for diagonal braces and central cross piece. |
| 99 | 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. chequered plate wherever required, all complete. |
| 100 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required. |
| 101 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 102 | 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. |
| 103 | M.S. tube |
| 104 | E.R.W. tubes |
| 105 | G.I. pipes |
| 106 | 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. |
| 107 | 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. |
| 108 | Riveted and bolted |
| 109 | Welded |
| 110 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters |
| 111 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 112 | Providing and fixing ball bearing for rolling shutters. |
| 113 | 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. |
| 114 | 40mm thick with 20 mm nominal size stone aggregate. |
| 115 | 50 mm thick with 20mm nominal size stone aggregate. |
| 116 | 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 skirting in vertical & pointing the joints with white cement and matching pigment etc., complete |
| 117 | In colour such as White, Ivory, Grey, Fume, Red Brown (as dirrected by the engineer incharge) |
| 118 | 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 skirting in vertical, rubbing, polishing and curing complete with: |
| 119 | Makrana White Second quality (16mm) |
| 120 | Extra for pre finished nosing to treads of steps of marble stone |
| 121 | Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 meter. |
| 122 | 12mm Cement plaster finished with a floating coat of neat cement of mix: |
| 123 | 1 : 3 ( 1 cement : 3 fine sand) |
| 124 | 1 : 4 ( 1 cement : 4 fine sand) |
| 125 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 126 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 15mm Cement plaster on the rough side of single or half brick wall of mix: |
| 127 | 1 : 4 ( 1 cement : 4 fine sand) |
| 128 | 1 : 6 ( 1 cement : 6 fine sand) |
| 129 | Pointing on brick work in 1 cement : 3 sand mix. flush/ruled/structure or weathered pointing |
| 130 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 131 | Applying priming coat: |
| 132 | With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 133 | With ready mixed aluminum primer of approved brand and manufacture on resinous wood and ply wood |
| 134 | With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 135 | With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat) |
| 136 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. |
| 137 | Two or more coats on new work |
| 138 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 139 | 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 |
| 140 | On steel work |
| 141 | On concrete work |
| 142 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 143 | 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. |
| 144 | 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 |
| 145 | 125 mm |
| 146 | 100 mm |
| 147 | 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 : |
| 148 | 150x10 mm |
| 149 | 100x10 mm |
| 150 | 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, rafters and trusses and including cutting to size and shape wherever required. |
| 151 | 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 152 | 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 washers complete |
| 153 | 0.80 mm thick with zinc coating not less than 275 gram/m2 |
| 154 | 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 155 | 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 156 | Providing and fixing plained eaves boarding. 2nd class kail wood |
| 157 | 250x32 mm (nominal size ) |
| 158 | 300x40 mm (nominal size) |
| 159 | Providing and fixing of 0.5mm Color GS Sheet Soffitboardingincluding Backing, supports etc complete job |
| 160 | Providing and fixing plained eaves boarding. (II Class kail Wood) |
| 161 | 250x32 mm (nominal size ) |
| 162 | 300x40 mm (nominal size) |
| 163 | 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. |
| 164 | 1 mm thick |
| 165 | 2 mm thick |
| 166 | Providing and fixing aluminum work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 andIS: 1285, fixed with dash fastener of required dia. and size includingnecessary filling up of gaps at junctions i.e, at top, bottom and sides withrequired EPDM rubber / neoprene gasket felt etc. Aluminum sectionsshall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading forglazing / 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.) |
| 167 | Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 168 | Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 169 | Polyester powder coated aluminum (minimum thickness ofpolyester powder coated 50 microns) |
| 170 | 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.) |
| 171 | Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 172 | Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 173 | Polyester powder coated aluminum (minimum thickness of polyester powder coated 50 microns) |
| 174 | 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 engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) |
| 175 | With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm) |
| 176 | With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) |
| 177 | With float glass panes of 8 mm thickness (weight not less than 20.0 kg / sqm) |
| 178 | Providing, fixing and installation of exhust fan of standard qulity ISI make ofreputed company 250mm x250mm complete job |
| 179 | Providing , Installation & fixing of approved quality gyser (Venus) 25 litre including all acessories complete job. |
| 180 | Providing and fixing C.P brassbasin mixerof approved quality &15mm nominal bore of standard back type. |
| 181 | Providing of bath room/kitchen items such as Jugs/ Mugs/Buckets/ Soap Holder/Mirrors / Gas Cooker with Gas Cylinder and othercooking utensils, Plates cups and glasses (of standard quality and make). As directed by site Engineer. |
| 182 | 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 |
| 183 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required. White glazed fire clay kitchen sink of size 600x450x250mm |
| 184 | Providing & fitting oflighting points as per site requirement in 1.5 mm² multistranded single core 1100 volts, pvc insulatedcopper conductor through pvcconduit pipe by way of p / f of pearl or non-ploy carbonate angle holders , pvc gang box, switches, socket modules , regulators ,indicators, 08/10 watt LED lamps Surface light Make (/Havells/Phillips/GM/syska). Make items Anchor, klick, S S K, Indo Asian, Philips, Havells .Included is cost on account of modular switch boards with the wooden frames as per site requirements |
| 185 | Providing fitting of heating points in 2.5mm² multistranded single core 1100 volts, pvc insulated copper conductor through pvc conduit by way of p / f of 15 Amp switches, 6 pin socketon modularfitting of Anchor, Philips, GM ,make as per site requirements. Heating points are to be connected from main control panel. All accessories required is to be provided by the firm. |
| 186 | Providing of Structural design of 0.75 Lac Gallon OHTfrom reputed structural consultants as per the latest IS code applicable to water retaining structures (the desing needs to be approvedfrom the competent authority. |
| 187 | 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. |
| 188 | 25 to 40 mm nominal bore |
| 189 | 50 to 80 mm nominal bore |
| 190 | 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-in charge Made of G.I. wire of dia 4 mm |
| 191 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12mm Cement plaster finished with a floating coat of neat cement of mix: |
| 192 | 1 : 3 ( 1 cement : 3 fine sand) |
| 193 | 1 : 4 ( 1 cement : 4 fine sand) |
| 194 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 195 | Extra for plastering exterior walls of the height more than 10m from ground level for every additional height of 3m or part thereof. |
| 196 | Extra for plastering |
| 197 | Spherical Ceiling |
| 198 | Groined ceiling |
| 199 | Flewing Soffits |
| 200 | EXTERIOR FINISHINGFinishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 201 | 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. |
| 202 | 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. |
| 203 | Using M.S. angles 40x40x6mm for diagonal braces. |
| 204 | Using flats 30x6mm for diagonal braces and central cross piece. |
| 205 | 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. chequered plate wherever required, all complete. |
| 206 | In stringers, treads, landings etc. of stair cases, including use of |
| 207 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 208 | 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. |
| 209 | M.S. tube |
| 210 | E.R.W. tubes |
| 211 | G.I. pipes |
| 212 | 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. |
| 213 | 15 mm dia. nominal bore |
| 214 | 20 mm dia. nominal bore |
| 215 | 25 mm dia. nominal bore |
| 216 | 32 mm dia. nominal bore |
| 217 | 40 mm dia. nominal bore |
| 218 | 50 mm dia. nominal bore |
| 219 | 65 mm dia. nominal bore |
| 220 | 80 mm dia. nominal bore |
| 221 | 100 mm dia. nominal bore |
| 222 | 150 mm dia. nominal bore |
| 223 | 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. |
| 224 | 80 mm dia. Class 1 |
| 225 | 100 mm dia. Class 1 |
| 226 | 125 mm dia. Class 1 |
| 227 | 150 mm dia. Class 1 |
| 228 | 200 mm dia. Class 1 |
| 229 | 250 mm dia. Class 1 |
| 230 | 300 mm dia. Class 1 |
| 231 | 350 mm dia. Class 1 |
| 232 | Providing & fixing of MS fittings viz bends of suitable degree, tees, collars etc to be fabricated from 6mm Nominal Size MS plate as per the requirement of site including cost of welding. The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job. |
| 233 | Providing, fabricating & installation/laying of MS fittings for flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 1538 (as per site requirement) |
| 234 | Up to 300 mm dia. |
| 235 | Over 300 mm dia. |
| 236 | 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 sorts of carriages. Complete Job. |
| 237 | 80 mm dia. pipe |
| 238 | 100 mm dia. pipe |
| 239 | 125 mm dia. pipe |
| 240 | 150 mm dia. pipe |
| 241 | 200 mm dia. pipe |
| 242 | 250 mm dia. pipe |
| 243 | 300 mm dia. pipe |
| 244 | 350 mm dia. Pipe |
| 245 | Providing & fixing ventilator of size 450mm x 450mm made out of angle iron 40mm x 40mm with wire mesh of 25mm x 25mm size including welding charges & inlcuding all carriages upto site of work. |
| 246 | Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. |
| 247 | Serrated with central bulb (225 mm wide, 8-11mm thick) |
| 248 | Dumb bell with central bulb (180mm wide, 8mm thick) |
| 249 | Kickers (320mm wide, 5mm thick) |
| 250 | Providing & fixing of 0.63mm thick PGI sheets at construction joints including all leads and lifts complete job as directed by Engineer-in-charge |
| 251 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - SAND: |
| 252 | 3 km |
| 253 | 4 km |
| 254 | 5 Km |
| 255 | Beyond 5 km upto 10 km per km |
| 256 | Beyond 10 km upto 20 km per km |
| 257 | Beyond 20 km per additional km |
| 258 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate Below 40mm : |
| 259 | 3 km |
| 260 | 4 km |
| 261 | 5 km |
| 262 | Beyond 5 km upto 10 km per km |
| 263 | Beyond 10 km upto 20 km per km |
| 264 | Beyond 20 km per additional km |
| 265 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate 40mm and above : |
| 266 | 3 km |
| 267 | 4 km |
| 268 | 5 Km |
| 269 | Beyond 5 km upto 10 km per km |
| 270 | Beyond 10 km upto 20 km per km |
| 271 | Beyond 20 km per additional km |
| 272 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Stone Soling : |
| 273 | 3 km |
| 274 | 4 km |
| 275 | 5 Km |
| 276 | Beyond 5 km upto 10 km per km |
| 277 | Beyond 10 km upto 20 km per km |
| 278 | Beyond 20 km per additional km |
| 279 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Steel/ CGI Sheets: |
| 280 | 3 km |
| 281 | 4 km |
| 282 | 5 Km |
| 283 | Beyond 5 km upto 10 km per km |
| 284 | Beyond 10 km upto 20 km per km |
| 285 | Beyond 20 km per additional km |
| 286 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Earth: |
| 287 | 3 km |
| 288 | 4 km |
| 289 | 5 Km |
| 290 | Beyond 5 km upto 10 km per km |
| 291 | Beyond 10 km upto 20 km per km |
| 292 | Beyond 20 km per additional km |
| 293 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Cement: |
| 294 | 3 km |
| 295 | 4 km |
| 296 | 5 Km |
| 297 | Beyond 5 km upto 10 km per km |
| 298 | Beyond 10 km upto 20 km per km |
| 299 | Beyond 20 km per additional km |
| 300 | Carriage of materials by manual means including loading, unloading, stacking of materials- (Sand) |
| 301 | Ist 50m |
| 302 | Beyond Ist 50m |
| 303 | Carriage of materials by manual means including loading, unloading, stacking of materials- Aggregate Below 40mm |
| 304 | Ist 50m |
| 305 | Beyond Ist 50m |
| 306 | Carriage of materials by manual means including loading, unloading, stacking of materials- Aggregate 40mm and Above |
| 307 | Ist 50m |
| 308 | Beyond Ist 50m |
| 309 | Carriage of materials by manual means including loading, unloading, stacking of materials- Stone Soling |
| 310 | Ist 50m |
| 311 | Beyond Ist 50m |
| 312 | Carriage of materials by manual means including loading, unloading, stacking of materials- Steel/CGI Sheets |
| 313 | Ist 50m |
| 314 | Beyond Ist 50m |
| 315 | Carriage of materials by manual means including loading, unloading, stacking of materials- Earth |
| 316 | Ist 50m |
| 317 | Beyond Ist 50m |
| 318 | Carriage of materials by manual means including loading, unloading, stacking of materials- Cement |
| 319 | Ist 50m |
| 320 | Beyond Ist 50m |
| 321 | Supply, installation, testing and commissioning of Advanced Maintenance Free environment friendly Earthing system consisting of 1 no. of 3mtrlength, 17.2 mm dia UL certified earth electrode made of high tensile low carbon steel circular rods, molecularly bonded copper on outer surface (minimum copper bonding thickness-250 microns) with GI terminals to connect incoming strips,(Environment friendly backfill compound duly certified as per ANSI/NSF standard 60/Toxic content certificate as safe for use near potable ground water resourcesstrictly as per specification enclosed. Make- SHREE ELECTRODES/OBO BETTERMANN/ERICO(2 Nos UPS and 4 Nos Main L.T Panel/2 Nos Fire Fighting Panel) |
| 322 | Earth pit chamber (300mm x 300mm) with CI cover for the above. |
| 323 | Providing and Fixing 25 mm x 5 mm Copper Strip in 40 mm dia. G.I Pipe FRL Earth Electrode including connection with Brass nut ,bolt, spring, washer, excavation and refilling etc. as required. |
| 324 | Supply, installation, testing and commissioning of lightening conductor made of 25 mm dia 300 mm long copper tube having single prong at top with base plate. |
