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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-Finance VILLAGE BANOUN PO KHALANOO TEHSIL KOTLI DISTT MAND HP | MANDI | HIMACHAL PRADESH | 175001 | ₹3.1 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹3.2 L+₹10,982 (3.55%)Rejected-Finance | ₹3.2 L+₹10,982 (3.55%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹3.3 L+₹19,804 (6.41%)Rejected-Finance | ₹3.3 L+₹19,804 (6.41%) | L3 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | kamlesh kishore L2 | Anupam Rana L1 | KASHMIR SINGH THAKUR L3 |
|---|---|---|---|---|---|---|
| 1.00 | 1.80 metre high fencing with 2.50 metre angle iron posts 50x50x6 mm 2.50 metre centre to centre with nine horizontal lines and two diagonal of galvenised mild steel barbed wire (IS:278: 1962 type -1) weighting 9.38 Kg/ 100 metre strained and fixed to posts with 6.1 staples including cost of excavation, post, struts and straining bolts, embended in cement concrete 1:3:6 (1cement 3 sand 6 graded stone aggregate 40 mm nominal size) and curing complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 216 | Rmt. | 1,350 ₹2,91,600 | 1,300 ₹2,80,800 Lowest | 1,390 ₹3,00,240 |
| 2.00 | Steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint :-in gratting, framed guard bar, ladders, railing brackets and similar works. | 1.82 | Qtls. | 15,600 ₹28,392 | 15,500 ₹28,210 Lowest | 15,700 ₹28,574 |
Tender Value
₹3.3 L
EMD Value
₹6,700
Closing Date
30 Jun 2026, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
Provision for Barbed wire Fencing around the pump house primeses at Paddle
2026_HPIPH_137106_1
8121-8220
Open Tender
Civil Works
Item Rate
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹6,700
14 Jul 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.80 metre high fencing with 2.50 metre angle iron posts 50x50x6 mm 2.50 metre centre to centre with nine horizontal lines and two diagonal of galvenised mild steel barbed wire (IS:278: 1962 type -1) weighting 9.38 Kg/ 100 metre strained and fixed to posts with 6.1 staples including cost of excavation, post, struts and straining bolts, embended in cement concrete 1:3:6 (1cement 3 sand 6 graded stone aggregate 40 mm nominal size) and curing complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 216 | Rmt. | - | - |
| 2 | Steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint :-in gratting, framed guard bar, ladders, railing brackets and similar works. | 1.82 | Qtls. | - | - |
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