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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. All kinds of soil including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for : a) Foundation, footing bases of colums etc. and mass concrete. |
| 4 | b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 5 | c) Suspended floors, landings, balconies and access platform. |
| 6 | 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): 3 graded stone aggregate 20 mm nominal size) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. |
| 7 | 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 (1cement : 1.5 coarses sand) : 3 graded stone aggregate 20 mm nominal size). |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 Degree landings, balconies, shelves, chajjas, lintels, bands, plain window sillls, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shutterinig, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size). |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth leve. medium steel and medium tensile steel bars including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts,as per PWD specifications and as per direction of the Engineer-in-charge. |
| 10 | Providing and laying non pressure NP-3 class(medium duty) RCC pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement:2 fine sand) including testing of joints etc. complete 1000 mm dia RCC pipes (Laying by manual/machanical means) metre 5609.90. Please Enable Macros to View BoQ information |
