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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) infoundation 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil. |
| 2 | Dry stone pitching ( any thicknes ) including cost of stones. On Horizontal. |
| 3 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchorblocks, plain window sills, fillets, sunken floor etc., up to floor five level, excludingthe cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mmnominal size) |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain windowsills, staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of formwork for : Foundations, footings, bases for columns |
| 9 | Suspended floors, roofs, landings, balconies and access platform |
| 10 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 11 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominalsize). |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 13 | Earth work in rough excavation, banking excavated earth in layers not exceeding20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller orwooden or steel rammers, and rolling every 3rd and top-most layer with powerroller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks, marginal banks and guide banks or filling up ground depressions, leadupto 50 m and lift upto 1.5 m : All kinds of soil |
| 14 | Felling trees of the girth (measured at a height of 1 m above groundlevel), including cutting of trunks and branches, removing the roots and stackingof serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth |
| 15 | Providing and fixing M.S pipe 300mm dia incl trench cutting carriage all complete job. |
| 16 | Carriage of material from source to site of work by M.T Cement & Steel an vg lead …........................... 40km |
| 17 | Sand & S/ agg an avg lead …............ 15 km |
| 18 | Stone an avg lead …..................08 km |
| 19 | Earth an avg lead 01 km Please Enable Macros to View BoQ information |
