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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Silt clearance from khul Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry |
| 3 | Silt clearance from khul Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | 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, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: R/Walls |
| 8 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 9 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 11 | Carriage of Sand from nearest source to site of work for an average distance of 20 km by MT and 500 M by head load. |
| 12 | Carriage of Stone aggregate 20 mm from nearest source to site of work for an average distance of 20 km by MT and 500 M by head load. |
| 13 | Crate Work Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 14 | Hand-packing stones in wire-crates; excluding cost of crates and stones. |
| 15 | Supply of Stones. |
| 16 | Carriage of Stone from nearest source to Site of work for an average distance of 10 km by Mechanical Transport. |
| 17 | Carriage of Stone from nearest source to Site of work for an average distance of 500 M by manual labour. |
| 18 | Cost of Crate Please Enable Macros to View BoQ information |
