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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance SCF 44 MODEL TOWN NARWANA 126116 | JIND | HARYANA | 126116 | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹15.8 L (9.18%)Admitted-Finance | ₹1.9 Cr+₹15.8 L (9.18%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹25.3 L (14.6%)Admitted-Finance NEAR BUS STAND PARTAPNAGAR YNR 135021 | PARTAPNAGAR | YAMUNANAGAR | HARYANA | 135021 | ₹2.0 Cr+₹25.3 L (14.6%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical GALI NO 2 JANAKPURI COLONY KARNAL ROAD KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical BARODH MAIN ROAD VILLAGE BARODH BARODH 126112 | JIND | HARYANA | 126112 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | TEJWANT RAI GOVT CONTRACTOR L1 | Raghbir singh Construction company L3 | Vishnu Dutt L2 |
|---|---|---|---|---|---|---|
| 1.00 | Lining with design mix concrete of grade M-20 with minimum cement content 300 kg/cum, as per HSR 150 mm thick in curve portion and side slope including 10 mm thick cement plaster 1:6, including form work, dressing and preparation of sub grade as per direction of Engineer in - charge | 1,013.85 | sqm | 650 ₹6,59,002.5 | 800 ₹8,11,080 | 600 ₹6,08,310 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
7 Sept 2026, 11:00 amClosed
SANDEEP KUMAR
SYL W.S. Divn. Ambala
Construction of Retaining wall/Protection wall between Narwana Branch and SYL Canal at RD 192000 downstream of syphon
2026_HRY_544397_1
20268884F5CE 01B4 4A2E A8A4 9B38285D8C85143IRR
Open Tender
Civil Works
Works
180 days
BISHAN GARH JANSUI NAGGAL SEGTA SEGTI
2 documents required · 2 mandatory
₹15,000
₹3.6 L
Yes
17 Sept 2026
29 Aug 2026
7 Sept 2026
29 Aug 2026
7 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Lining with design mix concrete of grade M-20 with minimum cement content 300 kg/cum, as per HSR 150 mm thick in curve portion and side slope including 10 mm thick cement plaster 1:6, including form work, dressing and preparation of sub grade as per direction of Engineer in - charge | 1,013.85 | sqm | - | - |
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