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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.5 L
EMD Value
₹3,000
Closing Date
19 Oct 2026, 12:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Xen Tarn Taran Canal Division Tarn Taran
Xen Tarn Taran Canal Division Tarn Taran
ESTIMATE FOR permanent Plugging of breach at RD 8000 of Tarn Taran Disty, at RD 11000, 12000 and 13500 of Jandoke Minor, at 234070 of KBL and at RD 25500 of Pandori Disty.
2026_WR_177127_1
21/1-A Tender RD 8000
Open Tender
Civil Works - Canal
Item Wise
Tarn Taran
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹3,000
9 Oct 2026
9 Oct 2026
19 Oct 2026
9 Oct 2026
19 Oct 2026
9 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge upto 1.5 cum/s | 1 | km | - | - |
| 2 | Dressing side slopes and preparation of sub grade for lining.( Bed + Side Slope) | 1 | sqm | - | - |
| 3 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION | 1 | cum | - | - |
| 4 | 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 | sqm | - | - |
| 5 | LDPE film of 150 micron over sleepers for construction and expansion joints | 1 | Kg | - | - |
| 6 | Extra bitumen painting at 0.69 Kg. per Sqm. | 1 | sqm | - | - |
| 7 | Filling expansion joints with special impervious hot pour as per design and speifications | 1 | mtr | - | - |
| 8 | 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. | 1 | cum | - | - |
| 9 | Rehandling of Earthwork. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 1 | cum | - | - |
| 10 | Any Other | - | - | - | - |
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.20 MB
Tendernotice_2.pdf
PDF • 0.56 MB
BOQ8000.xls
Additional Documents • 0.38 MB
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