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| 1 | 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 excavatedearth as directed:All kinds of soil. |
| 2 | Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work |
| 3 | Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
| 4 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 5 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 6 | 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 20 mm nominal size) |
| 7 | Reinforcement for RCC work incl. straightening, cutting Bending , placing in position and binding all complete.(cold twisted bars) |
| 8 | Centering and shuttering including strutting, propping etc. And removal of form work for.Foundation, footing, bases of columns etc. For mass concrete. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 11 | 15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 6 ( 1 cement : 6 fine sand) |
| 12 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50mm thick with 20 mm nominal size stone aggregate. |
| 13 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside lockingwith push and pull operation complete, including the cost of providing andfixing necessary 27.5 cm long wire springs manufactured from high tensilesteel wire of adequate strength confirming to IS:4454 part-1 and M.S. topcover of required thickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 14 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 15 | 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 40mmnominal size well rammed and consolidated and grouted with fine sand including finishingthe top smooth and curing complete |
| 16 | Providing and fixing strips in joints of terrazzo/ cement concrete floors.40 mm wide and 4 mm thick |
| 17 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mmangle iron and 3mm M.S. gusset plates at the junctions and corners, allnecessary fittings complete, including applying a priming coat of approvedsteel primer Using flats 30x6mm for diagonal braces and central cross piece. |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 19 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm) |
| 20 | Colour washing such as green blue or buff to give an even shade New work (two or more coats) with a basecoat of white washing with lime |
| 21 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion.110 mm diametre |
| 22 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead With cement mortar 1:4 (1 cement : 4 coarse sand) |
| 23 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 24 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:4:8 or leaner mix (i/c equivalent design mix) |
| 25 | .Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km and 500m Head Load |
| 26 | .Carriage of steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km and 500m Head Load |
| 27 | .Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 20Km and 500m Head Load |
| 28 | .Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by Engineer in charge) to site of work including cost for loading and unloading.for an average distance of 20Km and 500m Head Load |
| 29 | .Carriage of Brick by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 70 Km and 500m Head Load |
| 30 | Provision for electrification i.e light holders including LED lights 15wt=10No. Fan=2No. Fuse box 1No. Main switch (with complete wiring )5 No. 15ampere sockets 5No. Amp ,5No socket 4 No. external flood lights of approved brand and manufacture as per BIS (Complete Job) Please Enable Macros to View BoQ information |
