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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.1 LAccepted-AOC VPO LARHOON TEHSIL FATEHPUR DISTT KANGRA H P | L1 | Accepted-AOC Lower amount quoted | |
| 2 | L2₹28.4 L+₹36,500 (1.30%)Rejected-Finance | L2 | Rejected-Finance Higher amount quoted | |
| 3 | L3₹30.4 L+₹2.4 L (8.46%)Rejected-Finance S O SH MAHESH KUMAR VPO SANTOKHGARH TEHSIL DISTT UNA HP | L3 | Rejected-Finance Higher amount quoted | |
| 4 | L4₹31.2 L+₹3.1 L (11.0%)Rejected-Finance 126 RAJ KUMAR SANGAT SINGH NAGAR ADARSH NAGAR JALANDHAR JALANDHAR PUNJAB 144008 | JALANDHAR | PUNJAB | 144008 | L4 | Rejected-Finance Higher amount quoted | |
| 5 | L5₹37.5 L+₹9.4 L (33.6%)Rejected-Finance | L5 | Rejected-Finance Higher amount quoted |
| Sl No | Description | Qty | Unit | SATVEER SINGH L6 | HARPREET SINGH L1 | Atul Shrma L3 | RAHUL SHARMA L2 | Raj Kumar L4 | VK CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work in all kinds of soil and banking in 20cm.layers i/c breaking clods , ramming/ rolling and dressing ground fo the purpose of making embankment or filling up ground depressions upto all leads and lifts for pervious shells as per satisfactions of the Engineer-in-Chief. | 2,332.5 | Cum | 550 ₹12,82,875 | 50 ₹1,16,625 Lowest | 250 ₹5,83,125 | 150 ₹3,49,875 | 140 ₹3,26,550 | 374 ₹8,72,355 |
| 2.00 | Wire crates made of GI. Wire filled with boulders with sq. cut faces against the wire ( boulders filling to be measured & paid for separately) with GI.wire 5.0 mm thick corresponding to( SWG-6) of 15x15cm mesh including entire carriage of materials with in all leads and lifts. | 4,500 | Sqm | 486.5 ₹21,89,250 | 340 ₹15,30,000 | 300 ₹13,50,000 | 295 ₹13,27,500 Lowest | 340 ₹15,30,000 | 377 ₹16,96,500 |
| 3.00 | Wire crates made of GI. Wire filled with boulders with sq. cut faces against the wire ( wire crates to be measured & paid for separately) including entire carriage of materials with in all leads and lifts. | 337.5 | Cum | 1,450 ₹4,89,375 Lowest | 1,500 ₹5,06,250 | 1,500 ₹5,06,250 | 1,900 ₹6,41,250 | 1,800 ₹6,07,500 | 1,594 ₹5,37,975 |
| 4.00 | Providing and laying geotextile filter behind stone pitiching and crated apron having thickness of no less than 2.50 mm ( two and half)and minimum weight 275 grams /squremeters ( two Hundred seventy five ) suitable with including lap folding and jointing etc. not less than 4.00 mtrs . wedth complete including entire carriage of materials with in all leads and lifts . | 1,625 | Sqm | 150 ₹2,43,750 | 100 ₹1,62,500 | 150 ₹2,43,750 | 80 ₹1,30,000 Lowest | 110 ₹1,78,750 | 121 ₹1,96,625 |
| 5.00 | Providing and laying stone pitching on side slopes of guide bank and protection work with boulders behind pitching. including entire carriage of materials with in all leads and lifts as per instruction of the Engineer-in-charge. | 225 | Cum | 2,750 ₹6,18,750 | 2,180 ₹4,90,500 | 1,600 ₹3,60,000 Lowest | 1,750 ₹3,93,750 | 2,100 ₹4,72,500 | 1,974 ₹4,44,150 |
Tender Value
₹46.0 L
EMD Value
₹92,008
Closing Date
1 Sept 2025, 12:00 pmClosed
Executive Engineer JSV Flood Prot. Division Gagret
Executive Engineer JSV Flood Prot. Division Gagret
Construction of 250 mtr of Earthen embankment and wire crated apron and stone crated pitching from RD 24725/2450/400 to 570 and 24725/2450/900 to 980 on Right bank of Khad protect the cultivated land and abadies in village Pandoga.)
2025_HPIPH_112736_1
JSV/FPDG/EA-I/3066-3105 dated 23.08.2025
Open Tender
Civil Works
Item Rate
90 days
Executive Engineer JSV Flood Protection Division G
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
Executive Engineer JSV Flood Prot. Division Gagret
₹92,008
6 Sept 2025
23 Aug 2025
1 Sept 2025
23 Aug 2025
1 Sept 2025
23 Aug 2025
23 Aug 2025 - 1 Sept 2025
Amount
Excavation in earth work in all kinds of soil and banking in 20cm.layers i/c breaking clods , ramming/ rolling and dressing ground fo the purpose of making embankment or filling up ground depressions upto all leads and lifts for pervious shells as per satisfactions of the Engineer-in-Chief.
Wire crates made of GI. Wire filled with boulders with sq. cut faces against the wire ( boulders filling to be measured & paid for separately) with GI.wire 5.0 mm thick corresponding to( SWG-6) of 15x15cm mesh including entire carriage of materials with in all leads and lifts.
Wire crates made of GI. Wire filled with boulders with sq. cut faces against the wire ( wire crates to be measured & paid for separately) including entire carriage of materials with in all leads and lifts.
Providing and laying geotextile filter behind stone pitiching and crated apron having thickness of no less than 2.50 mm ( two and half)and minimum weight 275 grams /squremeters ( two Hundred seventy five ) suitable with including lap folding and jointing etc. not less than 4.00 mtrs . wedth complete including entire carriage of materials with in all leads and lifts .
Providing and laying stone pitching on side slopes of guide bank and protection work with boulders behind pitching. including entire carriage of materials with in all leads and lifts as per instruction of the Engineer-in-charge.
RAHUL SHARMA (BID ID -549399)
Atul Shrma (BID ID -549303)
Raj Kumar (BID ID -549876)
VK CONSTRUCTIONS (BID ID -549952)
SATVEER SINGH (BID ID -548707)
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