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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAdmitted-Finance | ₹1.8 L | L1 | Admitted-Finance |
| 2 | L2₹1.9 LAdmitted-Finance VILL SANARLI P O BHANTHAL TEHSIL KARSOG DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | ₹1.9 L | L2 | Admitted-Finance |
| 3 | L3₹2.0 LAdmitted-Finance | ₹2.0 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Nokh Ram L3 | Devi Singh L2 | JAI KISHAN L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work. | 216.6 | Cum | 650 ₹1.4 L | 620 ₹1.3 L | 600 ₹1.3 L |
| 2.00Laying, jointing of GMS tube in trenches of following meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 15 mm dia | 180 | Rmt | 35 ₹6,300 | 28 ₹5,040 | 25 ₹4,500 |
| 2.02 | 32 mm dia | 960 | Rmt | 50 ₹48,000 | 48 ₹46,080 | 45 ₹43,200 |
Tender Value
₹1.2 L
EMD Value
₹2,307
Closing Date
15 Dec 2025, 5:00 pmClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH-laying ,Jointing and testing of GI pipe at point F7-F8,SR7-F12) village Tikkar Chin and Ashni
2025_HPIPH_122842_11
NIT No. 10733-10832 Dated - 06/12/2025
Open Tender
Civil Works
60 days
Bhunter
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Jal Shakti Division Larji
₹2,307
22 Dec 2025
6 Dec 2025
16 Dec 2025
6 Dec 2025
15 Dec 2025
6 Dec 2025
Amount
Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work.
Laying, jointing of GMS tube in trenches of following meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
15 mm dia
32 mm dia
Devi Singh (BID ID -596931)
Nokh Ram (BID ID -596971)
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