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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, for all lift, 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 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 4 | All kinds of soil |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 11 | Suspended floors, roofs, landings, balconies and access platform |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 17 | 1:3 (1 cement: 3 fine sand) |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 19 | One or more coats on old work |
| 20 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 21 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 22 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 23 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 24 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 25 | In cement mortar |
| 26 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 27 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 28 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 29 | 300 mm dia. R.C.C. pipe |
| 30 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 31 | H D - 20 |
| 32 | Circular shape 560 mm internal diameter |
| 33 | Providing and Fixing of SFRC G.T. Cover and Frame size 375x375x25 mm thick complete in all respect. (Payment of concrete will be made extra) |
| 34 | Providing and Fixing of SFRC I.C. Cover & Frame 600x600x35mm thick complete in all respect. (Payment of concrete will be made extra) |
| 35 | Providing & fixiing of precast RCC Road Gully with frame in 1:2:4 with horizontal and vertical position (Size 21\\"X27'') complete in all respect. |
| 36 | Providing & fixiing of precast RCC Road Gully with frame in 1:2:4 with horizontal and vertical position (Size 18\\"X24'') complete in all respect. Please Enable Macros to View BoQ information |
