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Tender Value
₹26.4 L
EMD Value
₹52,740
Closing Date
14 Oct 2026, 1:00 pm6d left
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for Brickwork lining of watercourse of Outlet at Rd 949/R of Nadampur Disty
2026_WR_174913_2
36 Dated 07.09.2026
Open Tender
Civil Works - Canal
Item Rate
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹52,740
Yes
Lehal Canal Division WRD Punjab Patiala
14 Oct 2026
7 Sept 2026
14 Oct 2026
7 Sept 2026
14 Oct 2026
7 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork undressed involving an avg horizontal throw upto 2 mtr. And and avg Vertical Lift upto 0.5 mtr including breaking of clods | - | cum | - | - |
| 2 | Eartheork undresssed with combined lead upto 4.0 km including breaking of clods | - | cum | - | - |
| 3 | Earthwork filling in 0.152 mtr layers in foundation, including rtamming watering and consolidation under bed | - | cum | - | - |
| 4 | Re-handling of earthwork recently executed | - | cum | - | - |
| 5 | Dag belling single kassi stroke minimum 7.5 cm depth | - | km | - | - |
| 6 | Dressing of Bed and preparation of sub grade for lining | - | sqm | - | - |
| 7 | 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 the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | - | cum | - | - |
| 8 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specification | - | sqm | - | - |
| 9 | 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
(e) 300mm i/d pipe | - | mtr | - | - |
| 10 | Laying 1st class burnt brick Masonary laid in 1:3 with CSM for Bed and Side walls | - | cum | - | - |
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949nadampur.xls
Additional Documents • 0.87 MB
Corrigendum05.pdf
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Corrigendum04.pdf
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Corrigendum02.pdf
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