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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge.All kinds of soil :@ 60% |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge.Ordinary Rock @ 30% |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge.Hard Rock (Requiring Blasting ) @ 10% |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.1 All kinds of soil : |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.2 Ordinary Rock |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 20.6.1.2600 mm dia. R.C.C. pipe |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.3 Hard Rock (Requiring Blasting ) |
| 8 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20 percent plum |
| 10 | 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.4.5.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20 percent plum |
| 11 | Dry random rubble masonry with hard stone in foundation and plinth:with bond stone nallah |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for:4.6.1 Foundations, footings, bases for columns |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for:4.6.2 Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. |
| 14 | dumping stone include carriage of stone in horizontal level. |
| 15 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete.11.3.1 25mm thick with 12.5 mm nominal size stone aggregate. |
| 16 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes20.6.1.41000 mm dia. R.C.C. pipe (laying by manual/mechanicalmeans) |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 18 | carriage of sand an avg lead distance avg 65km |
| 19 | carriage of stone agg below 40mm avg distance 20km |
| 20 | carriage of stone agg above 40mm avg distance 20km |
| 21 | carriage of stone an avg lead 5km Please Enable Macros to View BoQ information |
