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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC VILLAGE P O JAHALMA DISTT LAHAUL SPITI HP | LAHUL AND SPITI | HIMACHAL PRADESH | 172111 | ₹17.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.5 L+₹56,250 (3.14%)Rejected-Finance VILLAGE P O BURWA TEHSIL MANALI DISTT KULLU HP | ₹18.5 L+₹56,250 (3.14%) | L2 | Rejected-Finance L2 |
| 3 | L3₹21.9 L+₹4.0 L (22.3%)Rejected-Finance | ₹21.9 L+₹4.0 L (22.3%) | L3 | Rejected-Finance L3 |
| 4 | L4₹22.4 L+₹4.5 L (25.0%)Rejected-Finance | ₹22.4 L+₹4.5 L (25.0%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | ISHANT AZAD CONTRACTOR L4 | VIVEK RAI GOVT. CONTRACTOR L1 | Pratap Singh L2 | Bhuvneshwar Govt Contractor L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil a directed, within a lead of 50 m. (50% all kind of soil & 50% Ordinary Rock) | 225 | Cum | 385 ₹86,625 | 350 ₹78,750 | 150 ₹33,750 Lowest | 380 ₹85,500 |
| 2.00 | Providing and laying stone / boulder filling in layers for protection work, in wire crates made of G.I. wire filled with boulders having square-cut faces against the wire. The size of boulder/stone used in the apron shall be larger than the mesh opening (i.e., more than 15 cm x 15 cm) with a proportionate weight not less than 18 kg (wire crates to be measured and paid for separately), in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 506.25 | Cum | 2,360 ₹11,94,750 | 1,700 ₹8,60,625 Lowest | 1,900 ₹9,61,875 | 2,350 ₹11,89,687.5 |
| 3.00 | Providing wire crates made of HDGI (Hot-Dip Galvanized Iron) wire conforming to IS 280-2006 with all latest amendments, with zinc coating as per Table I of IS 4826:1979, hand-woven (double twisted) and filled with boulders having square-cut faces against the wire (boulder filling to be measured and paid for separately). G.I. wire of 5 mm diameter corresponding to SWG-6, with 15 x 15 cm mesh, to be used in wire crete, complete with all leads and lifts, including carriage of material, and executed to the entire satisfaction of the Engineer-in-Charge. | 2,130 | Sqm | 450 ₹9,58,500 | 400 ₹8,52,000 Lowest | 400 ₹8,52,000 Lowest | 430 ₹9,15,900 |
Tender Value
₹20.0 L
EMD Value
₹39,950
Closing Date
12 Mar 2026, 5:00 pmClosed
Executive Engineer
O/o Jal Shakti Division Keylong
Protection work to bank erosion using launching apron providing 2 layers of Crate works
2026_HPIPH_130160_1
15772-15821 dt 02.03.2026 Flood Protection Work Halling
Open Tender
Civil Works
Item Rate
90 days
JSV Sub Division Udaipur
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Keylong
₹39,950
25 Mar 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil a directed, within a lead of 50 m. (50% all kind of soil & 50% Ordinary Rock)
Providing and laying stone / boulder filling in layers for protection work, in wire crates made of G.I. wire filled with boulders having square-cut faces against the wire. The size of boulder/stone used in the apron shall be larger than the mesh opening (i.e., more than 15 cm x 15 cm) with a proportionate weight not less than 18 kg (wire crates to be measured and paid for separately), in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing wire crates made of HDGI (Hot-Dip Galvanized Iron) wire conforming to IS 280-2006 with all latest amendments, with zinc coating as per Table I of IS 4826:1979, hand-woven (double twisted) and filled with boulders having square-cut faces against the wire (boulder filling to be measured and paid for separately). G.I. wire of 5 mm diameter corresponding to SWG-6, with 15 x 15 cm mesh, to be used in wire crete, complete with all leads and lifts, including carriage of material, and executed to the entire satisfaction of the Engineer-in-Charge.
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