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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kind of soil |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. Ordinary rock |
| 3 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil: |
| 4 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: Ordinary rock |
| 5 | 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 kind of soil |
| 6 | 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. Ordinary Rock |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand 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 50metres: All kinds of soil: |
| 8 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposalofsurplusexcavatedearthasdirected,withinaleadof50metres: OrdinaryRock |
| 9 | 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) |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement ,including admixtures inrecommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability 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 |
| 11 | 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 inrecommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability 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 |
| 12 | 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.Cement content considered in M-30 is @340kg/cum) |
| 13 | Supply of stone boulder (nallah) nominal size 225 mm |
| 14 | Hand-packing stones in wire-crates; excluding cost o fcrates and stones |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1cement: 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 16 | 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(1cement: 1½ coarses and: 3 graded stone aggregate 20 mm nominal size) |
| 17 | Providing and laying damp-proof Course 50mm thick with cement concrete1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and curing complete |
| 18 | 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 (1cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) |
| 19 | Brick work with common burnt clay (non-modular )bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar1:6(1cement:6coarsesand) |
| 20 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 21 | 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 steel windows by welding |
| 22 | 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 primerall complete. Welded |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns and drains etc |
| 25 | Extra for centering and shuttering in circular work (20% of respective centering and shuttering items) |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for Chimney and shafts |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 29 | Extra for shuttering in circular works (20%) |
| 30 | Extra for shuttering in circular works (20%) |
| 31 | Centering and shuttering including strutting, propping etc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form work for: Arches ,domes, vaults upto 6m span |
| 33 | Extra for centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span. |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls |
| 35 | Centering and shuttering including strutting, proppingetc. And removal of form for: Weather shades, chajjas, corbels etc.including edges. |
| 36 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 37 | Providing and fixing strips in joints of terrazzo/cement concrete floors. Glass strips 40mm wide and 4mm thick |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for arches, domes, vaults exceeding 6m span |
| 39 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 40 mm thick with 20mm nominal size stone aggregate. |
| 40 | 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 75x75 mm deep chase. |
| 41 | Making plinth protection 50mm thic kof cement concrete 1:3:6 (1 cement: 3coarses and: 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 fines and including finishing the top smooth and curing complete |
| 42 | 12mm Cement plaster of mix: 1:4 (1cement: 4 coarse sand) |
| 43 | 12mm Cement plaster1:3 (1cement:3 coarse sand) finished with a floating coat of neat cement. 12mm cement plaster |
| 44 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4(1cement:4finesand) |
| 45 | 15mm Cement plaster1:3 (1cement: 3coarses and) finished with a floating coat of neat cement on the rough side of single or half brick wall |
| 46 | 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 |
| 47 | Providing and fixing of GP Sheet Plain 1mm thick for joint of life |
| 48 | 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) |
| 49 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm) |
| 50 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 51 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 52 | 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 |
| 53 | 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. |
| 54 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, al lnecessary fittings complete, including applying a priming coat of approved steel primer, main hole cover. Using M.S. angles 40x40x6 mm for diagonal braces |
| 55 | Providing and fixing of inlet, outlet, washout and over flow GI Pipes including welding of MS Plate (incl. cost of GI Pipes, filling and labour) |
| 56 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 57 | Supply of knitted wire crates 6.00 x1.50 x1.50 mtr incl. carriage |
| 58 | Providing and fitting concealed internal Electrification of room including 4 Nos LED lights, Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. |
| 59 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 60 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 100mm dia (M) |
| 61 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 100mm dia (L) |
| 62 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 80mm dia |
| 63 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 65mm dia |
| 64 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 50mm dia |
| 65 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 40mm dia |
| 66 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 25mm dia |
| 67 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 20mm dia |
| 68 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 15mm dia |
| 69 | Providing and fixing gun meta lgate valve with C.I.whee lof approved quality (screwed end) 100mm dia |
| 70 | Providing and fixing gun meta lgate valve with C.I.whee lof approved quality (screwed end) 80mm dia |
| 71 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 65mm dia |
| 72 | Providing and fixing gun metal non-return valve of approved quality (screwedend) 100mm & 80mm dia |
| 73 | Providing and fixing brass bib cock of approved quality. 15mm nomina bore |
| 74 | Carriage of sand from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 500Mtr By H/load |
| 75 | Carriage of stone aggregate (Crushed) 20 mm nominal size from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 500Mtr by H/load |
| 76 | Carriage of stone aggregate (Crushed) 40 mm nominal size and above from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 500Mtr by H/load |
| 77 | Carriage of soling stone/ boulder from near by source to site of work for anaverage distance 500mtr by Headload |
| 78 | Carriage of Bricks from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 45 km by MT & 500Mtr by H/load |
| 79 | Carriage of Pipes from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. Distance 500Mtr by H/load Please Enable Macros to View BoQ information |
