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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) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge.: (All kinds of soil 70%, ordinary rock 20% & hard rock by blasting 10%) |
| 2 | 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. |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil |
| 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | 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) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 8 | Foundations, footings, bases of columns etc. for mass concrete |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 10 | Stone filling hand packed including cost of stones in Horizontal on level |
| 11 | Hand-packing stones in wire-crates; excluding cost of crates but including cost of stones |
| 12 | Provding and laying B.A wire knitted crates of size 6.0m x 1.5m x 1.5m with mesh size 150mm x 150mm including B.A wire 4mm dia including carriage upto actual site of work |
| 13 | Providing and laying drain flooring / coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 14 | 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 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe |
| 15 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 16 | Sand for an av. lead 115 Kms distance |
| 17 | Bajree/Stone aggregates below 40mm nominal size for an av. 55 Kms distance |
| 18 | Stone for an av.lead of 55 Kms distance. |
| 19 | 900 mm dia hume pipe for an av. Lead of 155 Kms Please Enable Macros to View BoQ information |
