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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92,931.10Admitted-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹92,931.10 | L1 | Admitted-Finance |
| 2 | L2₹98,163.46+₹5,232.36 (5.63%)Admitted-Finance | ₹98,163.46+₹5,232.36 (5.63%) | L2 | Admitted-Finance |
| 3 | L3₹1.0 L+₹10,160.60 (10.9%)Admitted-Finance | ₹1.0 L+₹10,160.60 (10.9%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RRAJESH KUMAR L3 | Mukhtyar Mohammad L2 | Naveen Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge. | 76.03 | Cum | 390 ₹29,651.7 | 382 ₹29,043.46 | 370 ₹28,131.1 Lowest |
| 2.00 | Laying and jointing in trenches GI pipes Heavy Grade of follwing diameters confirming to IS 1239-1990 complete in all respect as per direction and entire satisfaction of the Engineer-in-Charge. Rising Main : 80 mm dia | 432 | Rmt | 170 ₹73,440 | 160 ₹69,120 | 150 ₹64,800 Lowest |
Tender Value
₹1.1 L
EMD Value
₹2,130
Closing Date
17 Mar 2026, 5:00 pmClosed
EE CHAUNTRA
EE JSD CTR
Improvement of LIS Balh Gadyara Phase I and Phase II in Tehsil Joginder Nagar Distt. Mandi H.P SH Repair of Damage Rising main 80 mm dia at Banni
2026_HPIPH_131197_2
EE-CTR-TA-13491-540 dated 10.03.2026-7
Open Tender
Pipe Laying Works
Item Rate
90 days
Joginder Nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
EE CHAUNTRA
₹2,130
15 Apr 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.
Laying and jointing in trenches GI pipes Heavy Grade of follwing diameters confirming to IS 1239-1990 complete in all respect as per direction and entire satisfaction of the Engineer-in-Charge. Rising Main : 80 mm dia
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