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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.7 LAdmitted-Finance | -41.71% | ₹19.7 L | L1 | Admitted-Finance |
| 2 | L2₹21.3 L+₹1.5 L (7.72%)Admitted-Finance | -37.21% | ₹21.3 L+₹1.5 L (7.72%) | L2 | Admitted-Finance |
| 3 | L3₹23.1 L+₹3.3 L (16.8%)Admitted-Finance | -31.91% | ₹23.1 L+₹3.3 L (16.8%) | L3 | Admitted-Finance |
| 4 | L4₹26.7 L+₹6.9 L (35.0%)Admitted-Finance RAJASTHAN | PRATAPGARH | RAJASTHAN | 312623 | -21.29% | ₹26.7 L+₹6.9 L (35.0%) | L4 | Admitted-Finance |
| 5 | L5₹26.8 L+₹7.0 L (35.5%)Admitted-Finance | -21.00% | ₹26.8 L+₹7.0 L (35.5%) | L5 | Admitted-Finance |
Tender Value
₹33.9 L
EMD Value
₹70,000
Closing Date
7 Apr 2026, 11:00 amClosed
EXECUTIVE ENGINEER KOLAYAT LIFT DN. IGNP BIKANER
EXECUTIVE ENGINEER KOLAYAT LIFT DIVISION IGNP BIKANER
Silt clearance from Intake sump.and delivery tank of pumping station No. Ist or PS IInd of KLC
2026_IGNP_549203_1
EE 06 OF 2025-26
Open Tender
Civil Works - Canal
Percentage
Bajju
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXECUTIVE ENGINEER KOLAYAT LIFT DN. IGNP BIKANER
₹70,000
Yes
13 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Hire charges Hydra crane 8 to 10 tone capacity With POL and operator etc | |||||
| 2Removal 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 asdirected by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing oncanal bed complete in all respect Extra on item 7(c) only if silt clearance is done under water &mud. | |||||
| 3Removal 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 asdirected by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing oncanal bed complete in all respect For depth above 30cm.Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and forevery additional lift of 1.5m or part there of including loading and un- loading wherever required | |||||
| 4Removal 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.Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and forevery additional lift of 1.5m or part there of including loading and un- loading wherever required | |||||
| 5Labour 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 leadup to 3 km and lift up to 8 meter from NSL complete (excluding cost of earth filled cement bags). | |||||
| 6Supplying of well stitched earth filled bags of capacity, weigh not less than 40 kg per bag at site etc. complete. Plastic bag | |||||
| 7 | Carriage of Materials by mechanical transport including loading, unloading and stacking , if
stacking is not required no deduction is to be donestone, Aggregate, Ballast, Sand, Lime, Surkhi,Fly-ash, Morrum, Kanker etc.Lead up to 2 Km. | 0.9 | Cum | - | - |
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