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| 1 | Earth work in excavation by manual meansin 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 plain, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge: All kinds of soil:B/W slope cutting 1x3x1.4x2.5=10.5T-cutting 1x3x1.4x0.6=2.52 Total=13.02cumTotal for 1 breast wall = 13.02 CuMTotal for 11 breast walls = 11x13.02 = 143.22 CuM |
| 2 | P/L of Stone soling (H/P)B/W 1x3x1.3x0.15=0.59Backfilling 0.5x3x0.6x1.5=1.35Total=1.94cumTotal for 1 breast wall = 1.94 CuMTotal for 11 breast walls = 11x1.94 = 21.34 CuM |
| 3 | Providing and laying in position plain cementconcrete of specified grade including curing but excluding cost of centering and shuttering: All works upto plinth work 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size)B/W 1x3x1.3x0.5=1.95cumTotal for 1 breast wall = 1.95 CuMTotal for 11 breast walls = 11x1.95 = 21.45 CuM |
| 4 | Providing and laying cement concrete inretaining walls, return walls, walls (anythickness) 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, shutteringand finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominalsize)B/W-B/G 1x3x1.3x0.2=0.78B/W-A/G 1x3x(1.3+0.9)/2=6.3 Total =7.08Total for 1 breast wall = 7.08 CuMTotal for 11 breast walls = 11x7.08 = 77.88 CuM |
| 5 | Centering and shuttering including strutting,propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, Buttresses, plinth and string course fillets, kerbs and steps etc.B/W 1x2x5.013=10.03Total for 1 breast wall = 10.03 sqMTotal for 11 breast walls = 11x10.03 = 110.33 sqM |
| 6 | P/L of weep holes of weather resistant material like PVC etc. typically 50mm to 150mm in diamater at a spacing of 1 to 1.5m, extending through full thickness of wall |
| 7 | Carriage of materials from the approved sources to work site by mechnical Transport |
| 8 | Sand for an average lead of 10 Km(locally) |
| 9 | Aggregate for an average lead of 10 Km |
| 10 | Cement for an average lead of 80 Km Please Enable Macros to View BoQ information |
