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| 1 | 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 : |
| 2 | Providing and laying of Stone solling, Hand packed ,levlling ,filling of voids including all leads , lifts & carriage of same upto site of work complete. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations 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. |
| 4 | 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) |
| 5 | 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 :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 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 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) |
| 7 | 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) |
| 8 | 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) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 10 | Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | Edges of slabs and breaks in floors and walls: Under 20cm wide. |
| 12 | Columns, pillars, piers, abutments, posts and struts. |
| 13 | Arches, domes, vaults upto 6 m span |
| 14 | Providing and laying chisel dressed Devri Stone of size 300x200 mm facewith 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) uptoplinth level including curing. One face dressed Fine chisel dressed |
| 15 | Extra for fine chisel dressed Devri Stone in square or rectangular Pillars |
| 16 | Providing / Laying of stone cornice 112mm (devri cornice) in cement mortar 1:4 including pointing with cement 15 mortar 1:2 (1white cement 2 stone dust)with an admixture of pigment matching the stone shade Devi stone finechisseled dressed inci all leads lifts and carriages upto site (KashmirDevi) |
| 17 | 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 - In gratings, frames, guard bar, ladder, railings, brackets, gates, ornamental steel railing and similar works @ 2.5 kgs per sft |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level(Thermo-Mechanically Treated bars of grade Fe-500D or more.) |
| 19 | Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 20 | Engraving letters in hard stone per cm height per letter |
| 21 | Providing and laying of Anchor bolts of 16mm dia 1’-6” long |
| 22 | Providing and laying of 50mm dia PVC conduit |
| 23 | Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture |
| 24 | Carriage of material from various sources to site of work . |
| 25 | Aggregate avg lead 10 Kms |
| 26 | Sand avg lead 40 Kms Please Enable Macros to View BoQ information |
