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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-Finance VILL PACHEHU PO SACHANI TEHSIL BHUNTAR DISTT KULLU H P | SHIMLA | HIMACHAL PRADESH | 172001 | ₹14.8 L | L1 | Accepted-Finance L1 |
| 2 | L3₹15.9 L+₹1.0 L (7.07%)Rejected-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | ₹15.9 L+₹1.0 L (7.07%) | L3 | Rejected-Finance L3 |
| 3 | L4₹16.8 L+₹2.0 L (13.2%)Rejected-Finance | ₹16.8 L+₹2.0 L (13.2%) | L4 | Rejected-Finance L4 |
| 4 | L5₹17.0 L+₹2.2 L (14.8%)Rejected-Finance | ₹17.0 L+₹2.2 L (14.8%) | L5 | Rejected-Finance L5 |
| 5 | L6₹17.2 L+₹2.3 L (15.7%)Rejected-Finance | ₹17.2 L+₹2.3 L (15.7%) | L6 | Rejected-Finance L6 |
| Sl No | Description | Qty | Unit | Yash Pal L9 | VIKAS SHARMA L3 | Ajay Kumar L11 | Chitar Singh L4 | KUSHAL SINGH RAGHAV L10 | Vijay Kumar Cont. L12 | Shivashish L7 | JAI LALIT SHARMA L1 | Tejaswi Ram L13 | Devinder singh L5 | YASHWANT SINGH L8 | Mukesh Cont L6 | AJAY KUMAR L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in cutting by mechnical means (Hydraulic Excavtor ) /manual means overareas (exceeding 30cm. In depth,1.5 mtr. In widh as well as 10sqm. On plan ) including getting out and disposal of excavated earth lead upto 50 mtr. and lift upto1.5mtr. in all kinds of soil as directed by Engineer-in-charge. | 164.53 | Cum | 199 ₹32,741.47 | 150 ₹24,679.5 | 500 ₹82,265 | 199 ₹32,741.47 | 325 ₹53,472.25 | 510 ₹83,910.3 | 190 ₹31,260.7 | 51 ₹8,391.03 Lowest | 500 ₹82,265 | 150 ₹24,679.5 | 191 ₹31,425.23 | 160 ₹26,324.8 | 340 ₹55,940.2 |
| 2.00 | G.I Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately). (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge. | 2,531.25 | Sqm | 315 ₹7,97,343.75 | 255 ₹6,45,468.75 Lowest | 450 ₹11,39,062.5 | 300 ₹7,59,375 | 415 ₹10,50,468.75 | 470 ₹11,89,687.5 | 295 ₹7,46,718.75 | 290 ₹7,34,062.5 | 500 ₹12,65,625 | 310 ₹7,84,687.5 | 323 ₹8,17,593.75 | 280 ₹7,08,750 | 330 ₹8,35,312.5 |
| 3.00 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)vomplete in all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge. | 632.83 | cum | 1,549 ₹9,80,253.67 | 1,450 ₹9,17,603.5 | 2,700 ₹17,08,641 | 1,400 ₹8,85,962 | 2,195 ₹13,89,061.85 | 2,800 ₹17,71,924 | 1,500 ₹9,49,245 | 1,170 ₹7,40,411.1 | 2,750 ₹17,40,282.5 | 1,410 ₹8,92,290.3 | 1,498 ₹9,47,979.34 | 1,550 ₹9,80,886.5 | 1,100 ₹6,96,113 Lowest |
Tender Value
₹19.1 L
EMD Value
₹38,273
Closing Date
10 Aug 2026, 11:00 amClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH- C/O wire crates embankments for protection of Existing pump, sedimentation tank filter bed and allied civil structure)
2026_HPIPH_140247_6
EE Larji NIT NO- 5128-5227 dated 30/07/2026
Open Tender
Civil Works
Item Rate
60 days
Bajaura
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹38,273
20 Aug 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Earthwork in cutting by mechnical means (Hydraulic Excavtor ) /manual means overareas (exceeding 30cm. In depth,1.5 mtr. In widh as well as 10sqm. On plan ) including getting out and disposal of excavated earth lead upto 50 mtr. and lift upto1.5mtr. in all kinds of soil as directed by Engineer-in-charge. | 164.53 | Cum | - | - |
| 0.0 | G.I Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately). (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge. | 2,531.25 | Sqm | - | - |
| 3 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)vomplete in all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge. | 632.83 | cum | - | - |
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