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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 LAccepted-Finance VPO LARHOON TEHSIL FATEHPUR DISTT KANGRA H P | ₹26.8 L | L1 | Accepted-Finance Lower amount quoted |
| 2 | L2₹35.2 LRejected-Finance | ₹35.2 L | L2 | Rejected-Finance Higher amount quoted |
| 3 | L3₹36.7 LRejected-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹36.7 L | L3 | Rejected-Finance Higher amount quoted |
| 4 | L4₹38.0 LRejected-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | ₹38.0 L | L4 | Rejected-Finance Higher amount quoted |
| Sl No | Description | Qty | Unit | Naveen Kumar L3 | HARPREET SINGH L1 | SATVEER SINGH L2 | ASHOK KUMAR L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work in all kinds of soil and banking in 20 cm layers i/c breaking clods, ramming, rolling and dressing ground of the purpose of making embankment or filling up ground depression upto all leads and lifts for previous shells as per satisfaction of the Engineer-In- Charge | 2,750 | cum | 90 ₹2.5 L | 50 ₹1.4 L | 170 ₹4.7 L | 290 ₹8.0 L |
| 2.00 | Wire creates made of G1 wire filled with boulders with sq cut faces against the wire(boulders 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. | 4,799.89 | Sqm | 390 ₹18.7 L | 290 ₹13.9 L | 320 ₹15.4 L | 340 ₹16.3 L |
| 3.00 | Wire creates made of GI 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 | 1,750 ₹5.9 L | 1,500 ₹5.1 L | 1,800 ₹6.1 L | 1,900 ₹6.4 L |
| 4.00 | 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. | 1,750 | Sqm | 180 ₹3.1 L | 118 ₹2.1 L | 180 ₹3.1 L | 125 ₹2.2 L |
| 5.00 | 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. | 262.5 | cum | 2,450 ₹6.4 L | 1,650 ₹4.3 L | 2,250 ₹5.9 L | 1,950 ₹5.1 L |
Tender Value
₹44.5 L
EMD Value
₹89,048
Closing Date
20 Apr 2026, 12:00 pmClosed
Executive Engineer JSV Flood Prot. Division Gagret
Executive Engineer JSV Flood Prot. Division Gagret
C/O 250mtrs Long Earthen Embankment and Wire Created Apron and stone created pitching From RD 0 to 125 on Both Side of Pandoga Nallah to Protect the Vishwkarma Industry, Cultivated Land and Abadies of Village Pandoga.
2026_HPIPH_134221_1
JSV-FPDG-EA-I/2026-27-805-845 dt 13.04.2026
Open Tender
Civil Works
90 days
Executive Engineer JSV Flood Prot. Division Gagret
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
₹89,048
4 May 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
13 Apr 2026 - 20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in earth work in all kinds of soil and banking in 20 cm layers i/c breaking clods, ramming, rolling and dressing ground of the purpose of making embankment or filling up ground depression upto all leads and lifts for previous shells as per satisfaction of the Engineer-In- Charge | - | cum | - | - | |
Wire creates made of G1 wire filled with boulders with sq cut faces against the wire(boulders 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. | - | Sqm | - | - | |
Wire creates made of GI 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. | - | cum | - | - | |
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. | - | Sqm | - | - | |
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. | - | cum | - | - |
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