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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 kind of soil |
| 2 | 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 |
| 3 | 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: |
| 4 | 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. |
| 5 | 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: |
| 6 | Extra for every additional lift of 4.5m and below or part there of in excavation/banking excavated or stacked material: All kinds of soil |
| 7 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. (to be paid as per the log book maintained at site during construction) |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) |
| 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: 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 40mm nominal size) |
| 10 | 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 |
| 11 | Reinforced cement concrete work in walls (any thickness) including attached plasters, 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 (1cement:1½ coarse sand:3 graded stone aggregate 20mm nominal size) |
| 12 | 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) |
| 13 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement , including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-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 |
| 14 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement , including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-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 |
| 15 | 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) |
| 16 | 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 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 17 | 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) |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 19 | 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 (1cement: 6 coarse sand) |
| 20 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 21 | Extra for brick work in: Square or rectangular pillars |
| 22 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in: Cement mortar 1:4 ( 1cement : 4 coarse sand) |
| 23 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 24 | 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 |
| 25 | Centering and shuttering including strutting, proppingetc. And removal of form for: Weather shades, chajjas, corbels etc. including edges. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 27 | Extra for shuttering in circular works (20%) |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for Chimney and shafts |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 31 | Extra for shuttering in circular works (20%) |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form work for: Arches ,domes, vaults upto 6m span |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for arches, domes, vaults exceeding 6m span |
| 34 | Centering and shuttering including strutting, proppingetc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 35 | Extra for shuttering in circular works (20%) |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form for: Ege of slabs and breaks in floor sand walls |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, pillars, piers, abutments, posts and struts. |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form work for: Stairs (excluding landings) except spiral stair cases. |
| 39 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 40 | 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) |
| 41 | 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. |
| 42 | Supply and incorporating of GP sheet 1.25mm thick at construction joint during concrete work |
| 43 | Supply of GI Bends 100mm dia with MS Plate incl. cutting, welding and fixing in position complete |
| 44 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 45 | Providing and fixing G.I.pipes complete with G.I.fittings and clamps, including cutting and making good the walls etc.: 100mm dia.nominal bore (for wash out and delivery pipe) (Medium) |
| 46 | Cement concrete flooring 1:2:4 (1 cement: 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. |
| 47 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12mm cement plaster |
| 48 | CEMENTPLASTER (INCOARSE SAND) 12mm Cement plaster of mix: (1 cement: 4 coarse sand) |
| 49 | Extra for plastering on circular work not exceeding 6 min radius: In one coat |
| 50 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand) |
| 51 | 6mm cement plaster to ceiling of mix 1:3 (1 cement: 3 fine sand) |
| 52 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase. |
| 53 | P/ fixing of 65mm dia of GI Pipe for weep holes incl. cutting and supply of flat iron welding etc. complete (length of weep hole 0.75mtr.) APA |
| 54 | Dumping stone excluding cost of stones. In Horizontal on level |
| 55 | Supply of stone boulder (nallah) nominal size 225 mm |
| 56 | 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. |
| 57 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (external work) 100mm dia(M) |
| 58 | Providing and fixing gun metal non-returnvalve of approved quality (screwedend) 100mm dia |
| 59 | Providing and fixing C.I.sluice valves (with cap) complete with bolts, nuts, rubber insertion setc. (the tail pieces if required will be paid 100mm dia |
| 60 | Providing and fixing C.I. double acting airvalve of approved qualitywith bolts, nuts, rubber insertions etc. complete (The tail pieces, tapersetc.if required will be paid separately). 100mm dia |
| 61 | Providing and fixing gun metal gate valve with C.I.whee lof approved quality (screwed end) 100mm dia & 80mm dia |
| 62 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. i) Bituminous portion (Pacca road) |
| 63 | II) WBM Raod (Kaccha road) |
| 64 | 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. |
| 65 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 66 | 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. Using M.S. angles 40x40x6 mm for diagonal braces |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 68 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm) |
| 69 | White washing with lime to give an even shade on New Work (three or more coats) |
| 70 | 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 |
| 71 | Applying priming coat : With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 72 | Finishing walls with water proofing cement paint of required shade: Old work (one or more coats applied @ 2.20 kg/10sqm) over priming coat of primer applied @0.80liters/10sqm complete including cost of priming coat. |
| 73 | 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 |
| 74 | 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. |
| 75 | Providing supply and carriage up to site of work of knitted wire crates 6.00 x1.50 x1.50 mtr |
| 76 | 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 12 km by MT & 500Mtr By H/load |
| 77 | 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 |
| 78 | 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 |
| 79 | Carriage of stone boulder 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 5 km by MT & 500Mtr by H/load |
| 80 | 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 35 km by MT & 500Mtr by H/load |
| 81 | 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 of 500Mtr by H/load Please Enable Macros to View BoQ information |
