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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-AOC R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹20.1 L Quoted ₹20.3 L | L1 | Accepted-AOC Lower amount quoted |
| 2 | L2₹25.2 L+₹4.9 L (24.3%)Rejected-Finance VPO LARHOON TEHSIL FATEHPUR DISTT KANGRA H P | ₹25.2 L+₹4.9 L (24.3%) | L2 | Rejected-Finance Higher amount quoted |
| 3 | L3₹31.9 L+₹11.6 L (57.1%)Rejected-Finance VIDYUT BHAWAN HPSEBL SHIMLA 171004 | SHIMLA | HIMACHAL PRADESH | 171004 | ₹31.9 L+₹11.6 L (57.1%) | L3 | Rejected-Finance Higher amount quoted |
| 4 | L4₹32.4 L+₹12.1 L (59.6%)Rejected-Finance VILLAGE KAKRANA TEHSIL BANGANA DISTT UNA HP | BANGANA | UNA | HIMACHAL PRADESH | ₹32.4 L+₹12.1 L (59.6%) | L4 | Rejected-Finance Higher amount quoted |
| 5 | L5₹35.0 L+₹14.7 L (72.3%)Rejected-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹35.0 L+₹14.7 L (72.3%) | L5 | Rejected-Finance Higher amount quoted |
| Sl No | Description | Qty | Unit | Naveen Kumar L5 | HARPREET SINGH L2 | Ashwani Kumar L1 | Ram L4 | Narinder Kumar L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfactions of the Engineer-in-charge. (Spade Work) | 691.87 | Cum | 120 ₹83,024.4 | 40 ₹27,674.8 Lowest | 75 ₹51,890.25 | 180 ₹1,24,536.6 | 111 ₹76,797.57 |
| 2.00 | Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to (SWG-6)of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts. | 4,293 | Sqm | 450 ₹19,31,850 | 275 ₹11,80,575 Lowest | 300 ₹12,87,900 | 375 ₹16,09,875 | 371 ₹15,92,703 |
| 3.00 | Providing & laying stone filling in apron and toe wall of guide banks for protection work embankement in wire crates made of G.I wire 3 filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts. | 925.31 | Cum | 1,600 ₹14,80,496 | 1,420 ₹13,13,940.2 | 745 ₹6,89,355.95 Lowest | 1,625 ₹15,03,628.75 | 1,641 ₹15,18,433.71 |
Tender Value
₹38.8 L
EMD Value
₹77,693
Closing Date
4 Apr 2026, 12:00 pmClosed
Executive Engineer JSV Flood Prot. Division Gagret
Executive Engineer JSV Flood Prot. Division Gagret
C/O wire Crated wall/ Gabion wall including wire create apron etc. from RD 8200/11600 to 8200/11825 on left side of Chatara Khad to protect the cultivated land and abadies in village Chatara in Gilbadi Mohalla).
2026_HPIPH_132495_1
JSV-FPDG-2026-13452-89 dt 25.03.2026
Open Tender
Civil Works
Item Rate
90 days
Executive Engineer JSV Flood Prot. Division Gagret
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹77,693
10 Sept 2026
25 Mar 2026
4 Apr 2026
25 Mar 2026
4 Apr 2026
25 Mar 2026
25 Mar 2026 - 4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfactions of the Engineer-in-charge. (Spade Work) | - | Cum | - | - |
| - | Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to (SWG-6)of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts. | - | Sqm | - | - |
| - | Providing & laying stone filling in apron and toe wall of guide banks for protection work embankement in wire crates made of G.I wire 3 filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts. | - | Cum | - | - |
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