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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC V P O DARINI TEHSIL SHAHPUR HIMACHAL PRADESH 176206 | DARINI | KANGRA | HIMACHAL PRADESH | 176206 | ₹1.7 L Quoted ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 LRejected-AOC | ₹2.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Akshay Kumar L1 | Rajinder Kumar Thakur L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers when required into plinths sides of foundations etc.conslidating each deposited layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 metres complete in all respect as per entire satisfaction of Engineer in Charge. | 396.62 | Cum | 350 ₹1,38,817 | 370 ₹1,46,749.4 |
| 2.00 | Laying, jointing and testing of below mentioned GMS Tubes screwed & socketed i/c all type of fitting such as bends, tees air valves etc. (Earth work in trenches to be measured & paid for separately) within all leads & lifts complete in all respect as per entire satisfaction of Engineer-in-Charge. | - | - | - | - |
| 2.01 | 15 mm dia | 492 | Rmt | 30 ₹14,760 | 35 ₹17,220 |
| 2.02 | 20 mm dia | 490 | Rmt | 40 ₹19,600 | 39 ₹19,110 |
| 2.03 | 25 mm dia | 300 | Rmt | 50 ₹15,000 | 49 ₹14,700 |
Tender Value
₹1.6 L
EMD Value
₹3,140
Closing Date
24 Jan 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH. Laying jointing and testing of GMS pipe of various dia in various RD village Ghawandal and Badoh under GP Ghawandal)
2026_HPIPH_125746_1
NIT-JGT-12577-12676 dt 13.01.2026
Open Tender
Pipe Laying Works
60 days
Shri Naina Devi Ji Distt Bilaspur HP
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹3,140
16 Jun 2026
14 Jan 2026
24 Jan 2026
14 Jan 2026
24 Jan 2026
14 Jan 2026
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers when required into plinths sides of foundations etc.conslidating each deposited layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 metres complete in all respect as per entire satisfaction of Engineer in Charge.
Laying, jointing and testing of below mentioned GMS Tubes screwed & socketed i/c all type of fitting such as bends, tees air valves etc. (Earth work in trenches to be measured & paid for separately) within all leads & lifts complete in all respect as per entire satisfaction of Engineer-in-Charge.
15 mm dia
20 mm dia
25 mm dia
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