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| 1 | 4.7.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge:1.1 All kinds of soil 50m lead |
| 2 | 4.12.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge.1 All kinds of soil |
| 3 | 10.8 CEMENT CONCRETE FLOORING Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 |
| 4 | 11.6.1 CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix :1 1:4 (1 cement: 4 fine sand) |
| 5 | 10.30.2 TILE FLOORING Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).2 Medium shade pigment using 50% white cement 50% Grey cement. |
| 6 | 11.25.1 POINTING ON BRICK WORK Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):1 Flush / Ruled/ Struck or weathered pointing |
| 7 | 13.29.2 SIGLE/BUILT-UP STEEL/TUBULAR SECTIONS 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 required2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 8 | 11.63 INTERIOR FINISHING Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. |
| 9 | 10.100.2 OTHER MISCELLANEOUS ITEMS USED FOR FLOORING 0 Cement Concrete 1:8:16 Flooring2 Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. |
| 10 | 11.78 INTERIOR FINISHING Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. |
| 11 | 7.20.2 BRICK WORK Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in:2 Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 12 | 7.22.2 BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 insuperstructure above plinth level up to floor IV level in all shapes and sizes in :2 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | 6.1.1 A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 6.2.2 A CEMENT CONCRETE (CAST IN SITU) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing:2 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 15 | 6.8.2 B DAMP-PROOF COURSE Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)2 40mm thick |
| 16 | 6.29.3 I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. And removal of form work for :3 Columns, piers, abutments, pillars, posts and struts |
| 17 | 6.39.1 K CEMENT CONCRETE PRECAST Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 18 | 6.33.3 J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level3 Cold twisted bars Please Enable Macros to View BoQ information |