tender for punjab water resources department talwara canal division wrd punjab talwara estimate for construction of watercourse in brick masonary of 10810-l and 11165-l of shankarwala disty. name of firm sr.no description unit quantity rate (in figures) rate (in words) , earthwork undressed involving an avg. horizontal throw upto 2 mtr. and an avg. vertical lift upto 0.5 mtr. including breaking of clods (cutting) , earthwork undressed with combined lead upto 15 mtr. including breaking of clods. (filling) , earthwork extra for pudding work. , dressing of new earthwork , dag belling single kassi stroke minimum 7.5 cm depth. , dismantling brick work tile,masonary or tile lining in cement .complete in all respect as per drawing, design, specification and instruction of engineer in charge , shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (in frame and nakka) , cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete volumetric mixer ( in foundation) (in haudi) , cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete volumetric mixer (in haudi). , reinforced cement concrete 1:2:4 mixing by manual means. (for shutter and nakkas) , supply and laying of brick bats , first class burnt brick laid in 1:6 cement sand mortar for bed & side walls , 10 mm thick cement plaster 1:4 on side walls , 10 mm thick cement plaster 1:4 on floors , cold twisted deformed (ribbed/ tor steel) bars fe 500 grade as per is 1786-1985 for reinforced cement concrete works, where not included in the complete rate of reinforced cement concrete including bending, binding, and placing in position complete. , dressing of bed and preparation of sub-grade for lining , providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring isi marekd as per is code is 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. the pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the engineer-in-charge including all cartage etc. (450mm i/d pipe) , fixing of shutter and frames for nakka and branch offtakes , any other items compatibility report for harpur.xls run on 28-03-2025 12:10 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. minor loss of fidelity # of occurrences 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. 2.0 boq 1!b21 boq 1!c22