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Updated dates
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
8 Jun 2026, 11:00 am3d left
Executive Engineer
Executive Engineer,Ropar canal and GWD
Estimate for work of Brickwork lining of watercourse at RD 5025 L of Jand Minor
2026_WR_166969_1
09/22A/2026-27
Open Tender
Civil Works
90 days
pakhowal near ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2.1 L
office of Executive Engineer,Ropar canal and GWD
25 Apr 2026
25 Apr 2026
8 Jun 2026
25 Apr 2026
8 Jun 2026
25 Apr 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | 753 | Cum | - | - |
| 2 | Earthwork Undressed with combined Lead of 15 metres including Breaking of clods. | 1,096.75 | Cum | - | - |
| 3 | Re-handling of earthwork recently executed | 753 | Cum | - | - |
| 4 | Dag belling single kassi stroke minimum 7.5 cm depth. | 10 | Km | - | - |
| 5 | Dressing of Bed and preparation of sub grade for lining. | 4,691.43 | Sqm | - | - |
| 6 | Earthwork 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 in15cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 41.07 | cum | - | - |
| 7 | Dismantling of flexible pavements thickness above 50mmbymechanical means and disposal of dismantled materialsuptoaleadof1000 meters, stacking serviceable and unserviceable materials separately as per technical
clause 202 of MORT&H specifications | 8.92 | Sqm | - | - |
| 8 | Dismentalling Of Brick Work | 371.9 | Cum | - | - |
| 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 specialswith rubber ring ISI
marekd as per IS code IS 458-2003i nto 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 cartageetc(e)450mmi/d pipe | 29.26 | MTR | - | - |
| 10 | Laying Ist class burnt brick Masonrylaidin1:6with CSM for Bed & Side Walls | 1,035.76 | CUM | - | - |
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