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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, liftupto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. All kinds of soil. |
| 2 | Providing and laying soling stone hand packed, including carriage complete job. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, 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). |
| 6 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more.. |
| 7 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete1:6:12(1cement :6coarse sand:12graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts. |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 10 | Suspended floors, roofs, landings, balconies and access platform |
| 11 | Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 12 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including Hot finished welded type tubes |
| 13 | Banking excavated earth in layers notexceeding 20 cm indepth, breaking clods,watering rolling each laye r with ½tonne roller, or wooden or steel rammers, and rolling every3rd and top-most layerwithpowerrollerofminimum8tonnesand dressingup, inembankmentsforroads, floodbanks,marginalbanks,andguidebanks etc., lead upto 50 m and lift upto 1.5 m :All kinds of soil Deduct for not rollingwithpower roller ofminimum8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking. |
| 14 | Carriage of materials from source to site of work. Cement an avg. lead 15 km. |
| 15 | Sand an avg. lead 15 km. |
| 16 | Aggreagte an avg. lead 15 km. |
| 17 | Steel an avg. lead 15 km. Please Enable Macros to View BoQ information |
