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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) infoundation 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. All kinds of soil . |
| 2 | B) Ordinary Rock |
| 3 | Dry stone pitching any thickness in horizontal on level including cost of stone. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 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). |
| 5 | 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) |
| 6 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying 50mm thick cement concrete flooring in M-15 grade. |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 9 | Centering and shuttering including strutting, propping etc, and removal of form for. (Wall any thickness) including attached pilasters, buttresses, plinth and string course etc. |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars. |
| 11 | Providing and fixing of HDPE pipe 125mm dia (PE-16 & PN-100) including all necessary fittings and excavation of trench, and er filling of earth and carriage complete. |
| 12 | Construction of cement concrete chamber of requried size for sluices value 125 mm dia including cost of sluices value, trench excavation, cement concrete M10, and shuttering etc complete job. |
| 13 | Carriage of materials from source to actual site of work by MT. Cement/Steel for an average lead of 15 km by MT, including loading, unloading and stacking complete. |
| 14 | Sand and stone aggregate for an average lead of 05 km by MT, including loading, unloading and stacking complete. |
| 15 | Stone aggregate for an average lead of 15 km by MT, including loading, unloading and stacking complete. |
| 16 | Soling stone for an average lead of 05 km by MT, including loading, unloading and stacking complete. Please Enable Macros to View BoQ information |
