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| 1 | Cleaning of Site |
| 2 | Diwatering of Drain from mechinical Deviceand Diversion of Drain. |
| 3 | Earth work in old drain silt,mud & refusematerial |
| 4 | Earthwork 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 and disposal of excavated earth leaad upto 50m and for all lift , as directed by Engineer -in -charge . All kind of Soil DSR 2.6.1 |
| 5 | Supply & spreoding & consolidation ofG.S.B etc all comp. as per analysi PWD. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.5 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete ,excluding the cost of centering ,shuttering,finishing and reinforcement - All work up to plinth level 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) |
| 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 etc. excluding 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 DSR 5.2.2 |
| 9 | Foundations, footings, bases of columns, etc.for mass concrete PCC 5.9.1 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc.DSR 5.9.2 |
| 11 | Suspended floors, roofs, landings, balconies and access platform. DSR 5.9.3 |
| 12 | TOR HYSD/ steel reinforced concrete or reinforced brick work (When not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measuredupto floor two level as per analysis. |
| 13 | Disposal of Excavated from site upto 5km inetc all comp. |
| 14 | Cartge from head load |
| 15 | Weephole in Wall both side as per analysis. |
| 16 | Display Boad. Please Enable Macros to View BoQ information |
