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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.5 LAccepted-AOC | ₹37.5 L | L1 | Accepted-AOC Rates are below |
| 2 | L2₹44.1 LRejected-Finance | ₹44.1 L | L2 | Rejected-Finance Rates are higher |
Updated dates
Tender Value
₹35.4 L
EMD Value
₹70,818
Closing Date
1 May 2026, 2:00 pmClosed
Xen Tarn Taran Canal Division Tarn Taran
Xen Tarn Taran Canal Division Tarn Taran
ESTIMATE FOR THE BRICK LINING OF WATERCOURSE AT OUTLET R.D. 16988/R OF Machike Minor
2026_WR_166465_1
09/1-A Tender/14 works
Open Tender
Civil Works - Canal
Tarn Taran
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹70,818
2 Jun 2026
18 Apr 2026
1 May 2026
18 Apr 2026
1 May 2026
18 Apr 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 (Cutting) | 361.55 | cum | - | - |
| 2 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. (Filling) | 432.11 | cum | - | - |
| 3 | Rehandling of Earthwork recently executed | 361.55 | cum | - | - |
| 4 | Dressing of New Earthwork | 2,395.87 | sqm | - | - |
| 5 | Dag belling single kassi stroke minimum 7.5 cm depth. | 1.92 | km | - | - |
| 6 | 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. | 3.93 | cum | - | - |
| 7 | 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 and side slopes | 1,388.11 | sqm | - | - |
| 8 | Filling contraction joints with special impervious hot pour 12.5 mm wide. | 349.21 | Mtr | - | - |
| 9 | LDPE film of 100 micron over sleepers for expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.. | 4.82 | KG | - | - |
| 10 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. | 52.38 | sqm | - | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
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Tendernotice_2.pdf
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BOQ16988RFinal.xls
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