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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.7 LAccepted-AOC M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | ₹28.7 L | L1 | Accepted-AOC Lower amount quoted |
| 2 | L2₹33.3 L+₹4.6 L (16.0%)Rejected-Finance VPO LARHOON TEHSIL FATEHPUR DISTT KANGRA H P | ₹33.3 L+₹4.6 L (16.0%) | L2 | Rejected-Finance Higher amount quoted |
| 3 | L3₹35.8 L+₹7.1 L (24.6%)Rejected-Finance VILL GOPAL CHOWK DHANOTU PO MAHADEV TEHSIL SUNDERNAGAR DISTT MANDI H P | ₹35.8 L+₹7.1 L (24.6%) | L3 | Rejected-Finance Higher amount quoted |
| 4 | Rejected-Technical CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | - | - | Rejected-Technical Not Fulfill Technical Critaria |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Fulfill Technical Critaria |
| Sl No | Description | Qty | Unit | HARPREET SINGH L2 | VIKAS SHARMA L1 | PANKAJ GOVT. CONTRACTOR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all exacavated earth up to a lead of 20 mtrs and lift up to a lead of 20 mtrs and lift up to 1.5 mtrs. Sisposed earth to be leveled and neatly dressed in spade work. | 681.25 | cum | 100 ₹68,125 | 102 ₹69,487.5 | 80 ₹54,500 Lowest |
| 2.00 | Excavation in earth work in all kinds of soil and banking in 20 cm layers i/e breaking clods, ramming/ rolling and dressang ground of the porpose of making embankment or Gilling up ground depressions upto all leads and lifts for previous shells as per satisfaction of the Engineer-In-Charge | 2,232.5 | cum | 180 ₹4,01,850 | 108 ₹2,41,110 Lowest | 199 ₹4,44,267.5 |
| 3.00 | Wire creates made of GI wire filled with boulders with sq cut faces against the wiretboulders filling to be measured & paid for separately) with Gl wire 5.0 mm thick corresponding to (SWG-6) of 15 x 15 cm mesh including entire carriage of materials with in all leads & Lifts. | 4,500 | Sqm | 380 ₹17,10,000 | 290 ₹13,05,000 Lowest | 395 ₹17,77,500 |
| 4.00 | Wire creates made of Gl wire filled with boulders with sq cut faces against the wire (Wire creates to be measured & paid for separately) including entire carriage of materials with in all Leads & lifts. | 337.5 | cum | 1,600 ₹5,40,000 | 1,582 ₹5,33,925 Lowest | 1,690 ₹5,70,375 |
| 5.00 | Providing & Laying Geotextile fillter behind stone pitiching and created apron having thickness of no less than 2.50 mm (Two and half) and minimum weight 275 grams/sqm( two hundred seventy five) suitable with including lap folding and joininting etc. not less than 4.00 mtrs. with complete including entire carriage of materials with in all leads & lifts. | 1,625 | Sqm | 140 ₹2,27,500 | 105 ₹1,70,625 Lowest | 110 ₹1,78,750 |
| 6.00 | Providing & Laying stone pitiching on side slopes of guide bank and protection work with boulders behind pitiching. Including entire carriage of materials with in all leads & lifts as per instruction of the Engineer-In-Charge. | 225 | cum | 1,700 ₹3,82,500 Lowest | 2,442 ₹5,49,450 | 2,450 ₹5,51,250 |
Tender Value
₹41.7 L
EMD Value
₹83,478
Closing Date
4 Jul 2026, 12:00 pmClosed
Executive Engineer JSV Flood Prot. Division Gagret
Executive Engineer JSV Flood Prot. Division Gagret
250 mtrs of Earthen Embankment and Wire Created Apron and Stone created pitching from RD 24725/150 to 400 on Right Side of Pandoga Khad to Protect the Cultivated Land and Abadies in village Pandoga
2026_HPIPH_137509_1
JSV-FPDG-2026-3221-62 dt 25.06.2026
Open Tender
Civil Works
Item Rate
270 days
Executive Engineer JSV Flood Prot. Division Gagret
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
₹83,478
23 Jul 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
25 Jun 2026 - 4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in earth work and disposal of all exacavated earth up to a lead of 20 mtrs and lift up to a lead of 20 mtrs and lift up to 1.5 mtrs. Sisposed earth to be leveled and neatly dressed in spade work. | 681.25 | cum | - | - |
| 2 | Excavation in earth work in all kinds of soil and banking in 20 cm layers i/e breaking clods, ramming/ rolling and dressang ground of the porpose of making embankment or Gilling up ground depressions upto all leads and lifts for previous shells as per satisfaction of the Engineer-In-Charge | 2,232.5 | cum | - | - |
| 3 | Wire creates made of GI wire filled with boulders with sq cut faces against the wiretboulders filling to be measured & paid for separately) with Gl wire 5.0 mm thick corresponding to (SWG-6) of 15 x 15 cm mesh including entire carriage of materials with in all leads & Lifts. | 4,500 | Sqm | - | - |
| 4 | Wire creates made of Gl wire filled with boulders with sq cut faces against the wire (Wire creates to be measured & paid for separately) including entire carriage of materials with in all Leads & lifts. | 337.5 | cum | - | - |
| 5 | Providing & Laying Geotextile fillter behind stone pitiching and created apron having thickness of no less than 2.50 mm (Two and half) and minimum weight 275 grams/sqm( two hundred seventy five) suitable with including lap folding and joininting etc. not less than 4.00 mtrs. with complete including entire carriage of materials with in all leads & lifts. | 1,625 | Sqm | - | - |
| 6 | Providing & Laying stone pitiching on side slopes of guide bank and protection work with boulders behind pitiching. Including entire carriage of materials with in all leads & lifts as per instruction of the Engineer-In-Charge. | 225 | cum | - | - |
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