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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Fee/PreQual/Technical/Finance | -46.34% | ₹10.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.6 L+₹59,948.07 (5.98%)Admitted-Fee/PreQual/Technical/Finance | -43.13% | ₹10.6 L+₹59,948.07 (5.98%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.9 L+₹87,400.93 (8.72%)Admitted-Fee/PreQual/Technical/Finance LALANIYA | -41.66% | ₹10.9 L+₹87,400.93 (8.72%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹12.4 L+₹2.4 L (23.6%)Admitted-Fee/PreQual/Technical/Finance | -33.65% | ₹12.4 L+₹2.4 L (23.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹13.1 L+₹3.0 L (30.3%)Admitted-Fee/PreQual/Technical/Finance | -30.10% | ₹13.1 L+₹3.0 L (30.3%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹18.7 L
EMD Value
₹37,351
Closing Date
9 Apr 2026, 6:00 pmClosed
Executive Engineer.
Executive Engineer S and I Lift Dn-Ist IGNP Rawatsar.
Silt clearance, removal or blown sand from U/S Side Sump and D/S side pond dam at PS-I km 37.900 of Ch.KRA Lift Canal
2026_IGNP_549816_1
EE02/2026-27
Open Tender
Civil Works - Canal
Percentage
30 days
Pumping Station-I km 37.900
Contractor Registration, GST Registration, PAN and Tender fee, EMD fee and RISL fee deposited by E-grass single service challan all pdf copy to be upload
2 documents required · 2 mandatory
₹1,000
XEN S and I Lift Dn-Ist IGNP
₹37,351
Yes
29 Apr 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
9 Apr 2026
3 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supplying of well stitched earth filled bags of capacity, weigh not less than 40 kg per bag at site etc. complete. (b) Plastic bag | - | /Each | 16 | - |
| 2 | Labour charges for making coffer dam/ring bund (under flowing / stagnate water pool) by loading transporting earth filled cement bags dropping at required locations in water including lead up to 3 km and lift up to 8 meter from NSL complete (excluding cost of earth filled cement bags). | - | /Bag | 26 | - |
| 3 | 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 depth above 30cm +Extra lead over item no 1 to 8 of excavated material. Beyond initial lead of 50 m & upto 250 m+Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km).+Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required (Complete Rate - 90+9.50+8.75+4*8.50=142.25) | - | /Cum | - | - |
| 4 | Extra on item 7(c) only if silt clearance is done under water & mud. | - | /Cum | - | - |
| 5 | Hire charges Hydra crane 8 to 10 tone capacity With POL and operator etc | - | /Day | - | - |
| 6 | Tractor more than 35 HP & less than 45 HP fitted with local burma 8"-10" diameter vertical/ horizontal type for dewatering from canal section. | - | Per Day of 8 Hrs | - | - |
| 7 | Cost of Diesel | - | /Litre | - | - |
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