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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC VPO NAWA GAON 125121 | KOTA | RAJASTHAN | 324001 | ₹2.3 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹3.4 CrRejected-Finance 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | ₹3.4 Cr | L2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | Krishna Construction Co L2 | K.D. Construction Co. L1 |
|---|---|---|---|---|---|
| 1.00 | Credit of Tile Lining | 1,631.08 | cum | 385 -₹6,27,963.88 | 250 -₹4,07,768.75 |
| 2.00 | Providing, laying and filling Geo Bags of size 1.22mx0.62m (300 GSM, Tensile strength 15 KN/m)and make with non woven material geo bag, volume of filled bags 0.076 cum, weight of filled Geo bag 140 kg with local earth/sand including stitching four R lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage to site work with the help of trolley and other means etc. complete in all respect as per specification, design and drawing and direction of Engineer-in-charge | 90,591 | Bag | 350 ₹3.2 Cr | 221 ₹2.0 Cr |
| 3.00 | Excavating, supplying and filling of local earth/sand (excluding royalty) by mechanical transport up to any lead and lift. ( as per HSR Item 4.33 ) drived rate | 10,610.99 | cum | 80 ₹8.5 L | 110 ₹11.7 L |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
22 Apr 2026, 11:00 amClosed
SANDEEP KUMAR
SYL W.S. Divn. Ambala
Repairing of Damaged /washed patches both sides lining of SYL Canal from km 9.15 to 13km
2026_HRY_515580_1
202601E1E194 A209 498A BF56 2109B8A76AC5143IRR
Open Tender
Civil Works
30 days
ISMAILPUR KHERA MALLOUR NADIALI NAGGAL SEGTA
2 documents required · 2 mandatory
₹15,000
₹4.4 L
Yes
1 May 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Credit of Tile Lining | - | cum | - | - |
| 2 | Providing, laying and filling Geo Bags of size 1.22mx0.62m (300 GSM, Tensile strength 15 KN/m)and make with non woven material geo bag, volume of filled bags 0.076 cum, weight of filled Geo bag 140 kg with local earth/sand including stitching four R lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage to site work with the help of trolley and other means etc. complete in all respect as per specification, design and drawing and direction of Engineer-in-charge | - | Bag | - | - |
| 3 | Excavating, supplying and filling of local earth/sand (excluding royalty) by mechanical transport up to any lead and lift. ( as per HSR Item 4.33 ) drived rate | - | cum | - | - |
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