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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.5 LAccepted-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | ₹19.5 L | L-1 | Accepted-Finance Lowest-1 |
| 2 | L-2₹19.5 L+₹2,025 (0.10%)Rejected-Finance | ₹19.5 L+₹2,025 (0.10%) | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹20.0 L+₹43,500 (2.23%)Rejected-Finance VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | ₹20.0 L+₹43,500 (2.23%) | L-3 | Rejected-Finance Lowest-3 |
| 4 | L-4₹21.4 L+₹1.9 L (9.77%)Rejected-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹21.4 L+₹1.9 L (9.77%) | L-4 | Rejected-Finance Lowest-4 |
| 5 | L-4₹22.0 L+₹2.5 L (12.7%)Rejected-Finance CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | ₹22.0 L+₹2.5 L (12.7%) | L-4 | Rejected-Finance Lowest-4 |
| Sl No | Description | Qty | Unit | AMAR NATH L3 | DALEEP KUMAR L2 | KUSHAL SINGH RAGHAV L4 | LEKH RAJ L1 | LALIT KUMAR L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including bailing or pumping out water, blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all leads and lifts and shoring strutting, timbering and dewatering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 67.5 | Cum | 400 ₹27,000 | 480 ₹32,400 | 395 ₹26,662.5 Lowest | 450 ₹30,375 | 616 ₹41,580 |
| 2.00 | Wire crates made of GI wire filled with boulders with square cut faces against the wire, GI wire 5mm thick corresponding to SWG-6 of size 15cm x 15cm mesh (Boulder filling to be measured and paid for separately complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 1,875 | Sqm | 325 ₹6,09,375 Lowest | 400 ₹7,50,000 | 505 ₹9,46,875 | 350 ₹6,56,250 | 389 ₹7,29,375 |
| 3.00 | Wire crates of GI wire filled with boulder of approved quality with square cut face against the wire having rounded ractangular shape, weight of boulders shall be not less than 18Kg and from selt spots crakes, cavaties etc. (Wire crate to be measured and paid for separetally) including carriage of material complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 468.75 | Cum | 2,900 ₹13,59,375 | 2,500 ₹11,71,875 | 2,495 ₹11,69,531.25 Lowest | 2,700 ₹12,65,625 | 3,047 ₹14,28,281.25 |
Tender Value
₹24.1 L
EMD Value
₹48,200
Closing Date
12 Jun 2026, 10:00 amClosed
EE
Executive Engineer JS Division Baggi Distt. Mandi H.P.
as per BOQ
2026_HPIPH_135717_1
EE-JSD-BGI/2026- 5536-5635 dt. 03/06/2026
Open Tender
Civil Works
Item Rate
90 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹500
₹48,200
20 Jun 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including bailing or pumping out water, blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all leads and lifts and shoring strutting, timbering and dewatering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 67.5 | Cum | - | - |
| 2 | Wire crates made of GI wire filled with boulders with square cut faces against the wire, GI wire 5mm thick corresponding to SWG-6 of size 15cm x 15cm mesh (Boulder filling to be measured and paid for separately complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 1,875 | Sqm | - | - |
| 3 | Wire crates of GI wire filled with boulder of approved quality with square cut face against the wire having rounded ractangular shape, weight of boulders shall be not less than 18Kg and from selt spots crakes, cavaties etc. (Wire crate to be measured and paid for separetally) including carriage of material complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. | 468.75 | Cum | - | - |
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