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| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (one point five metre) in width or 10 sqm (ten squaremetre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (one point five), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m (fifty metre) .in All kinds of soil. with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (one cement : five coarse sand: Ten graded stone aggregate 40 mm (forty millimetre) nominal size with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (one cement : four coarse sand) with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (one cement : six coarse sand) with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 5 | Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (one cement : three coarse sand). with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | Suspended floors, roofs, landings, balconies and access platform |
| 8 | Arches, domes, vaults up to 6 m span |
| 9 | Edges of slabs and breaks in floors andwalls |
| 10 | 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.with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 11 | 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 (one cement : one point five coarse sand : three graded stone aggregate 20 mm (twenty millimetre) nominal size with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 12 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding thecost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (one cement : one point five coarse sand : three graded stone aggregate 20 mm (twenty millimetre) nominal size). with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 13 | 12 mm cement plaster 1:4 (one cement: four fine sand) with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 14 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 15 | Lettering with black Japan paint of approved brand and manufacture with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 16 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 17 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. |
| 18 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 300x16 mm (three hundred into sixteen millimetre) size . |
| 19 | 250x16 mm (two hundred into sixteen millimetre) size . |
| 20 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm (one hundred twenty five millimetre) size with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge. Please Enable Macros to View BoQ information Compatibility Report for BOQ(2).xls Run on 1/20/2024 14:42 The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when you save this workbook in an earlier file format. Significant loss of functionality # of occurrences Any effects on this object will be removed. Any text that overflows the boundaries of this graphic will appear clipped. 3.0 'BoQ1'!A1:II82 Minor loss of fidelity Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned. 5Defined Names Some cells or styles in this workbook contain formatting that is not supported by the selected file format. These formats will be converted to the closest format available. 14.0 |
