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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Finance | +6.25% | ₹7.7 L | L1 | Admitted-Finance |
| 2 | L2₹7.9 LAdmitted-Finance | +8.99% | ₹7.9 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.2 L
EMD Value
₹14,492
Closing Date
4 Feb 2026, 6:00 pmClosed
Executive Engineer
EE, WR Jakham Project Division, Dhariyawad
Silt Clearance of rmc and lmc of gagri, wanjana dam
2026_WRDAS_533473_11
04/2025-26 Jakham Dn Dhariyawad
Open Tender
Miscellaneous Works
90 days
Dhariyawad
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE, WR Jakham Project Division,
₹14,492
Yes
6 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
4 Feb 2026
30 Jan 2026
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary
(ii) Removal of slit/soil/earth, sand, pebbles, Malba , debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For 5 to 15 cms depth, having Removal of slit/soil/earth, sand, pebbles, Malba , debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For 5 to 15 cms depth, having Lined section
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