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| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : |
| 4 | All kinds of soil |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - |
| 6 | -All work upto plinth level: |
| 7 | 1:5:10 ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 8 | 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 above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 10 | Suspended floors, roofs, landings, balconies and access platform. |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete. Above Plinth level |
| 12 | Thermo-Mechanically Treated bars |
| 13 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 15 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: |
| 16 | Cement mortar 1 : 4 (1 cement : 4coarse sand) |
| 17 | 12 mm cement plaster of mix |
| 18 | 1:4 (1 cement : 4 coarse sand) |
| 19 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm ( average ) thick base of cement mortar 1 : 4 ( 1 cement: 4 coarse sand ) laid and pointing with cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer -in - Charge. |
| 20 | Polished Granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 21 | 53 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume .hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Please Enable Macros to View BoQ information |
