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| 1 | PUNJAB WATER RESOURCES DEPARTMENT Madhopur Division UBDC Gurdaspur NAME OF WORK :- Estimate for Brick Lining of Water Course at Outlet RD 10280/L and RD 14520/L of Ditch No 1 Name of Firm Sr.No Description Unit QUANTITY Rate (in figures) Rate (in Words) |
| 2 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods(Cutting) |
| 3 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. (Filling) |
| 4 | Dressing of New Earthwork |
| 5 | Dag belling single kassi stroke minimum 7.5 cm depth |
| 6 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 7 | 10 mm thick Cement Plaster 1:4 on Side Walls |
| 8 | 10 mm thick Cement Plaster 1:4 on Floors |
| 9 | Supply and laying of brick bats |
| 10 | Dressing of Bed and Preparation of Sub-grade for Lining |
| 11 | Supplying of RCC Shutter with One Extra Frame for Nakkaand Branch Offtakes RD14520 |
| 12 | Fixing of Shutter and Frames for Nakka and Branch Offtakes |
| 13 | 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 jointsholes, 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 shallrest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the sameleakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (R.C.C. Pipe NP -2) (e) 450mm i/d pipe |
| 14 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanicalmeans using concrete mixer volumetric type |
| 15 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed andside slopes |
| 16 | LDPE film of 150 micron over sleepers for construction and expansion joints |
| 17 | Extra bitumen painting at 0.69 Kg. per Sqm. |
| 18 | Shuttering for faces of cocrete foundation for 1:3:6 |
| 19 | Filling construction joints with special impervious hot pour as per design and speifications |
| 20 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking theexcavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposalof all surplus soil as directed within lead of 30 metres. |
| 21 | SUPPLYING RCC SHUTTER 10280/L |
| 22 | Any other Item. Executive Engineer/Madhopur Canal & Ground Water Division WRD PB Gurdaspur 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 |
