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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L Quoted ₹1.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 LRejected-AOC | ₹1.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹1.8 LRejected-AOC HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | ₹1.8 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Dine Ram L3 | Vikal Sood L2 | Chitar Singh L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts | 184.68 | Cum | 650 ₹1.2 L | 620 ₹1.1 L | 600 ₹1.1 L |
| 2.00Laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately) | ||||||
| 2.01 | 32mm dia | 900 | Rmt. | 65 ₹58,500 | 60 ₹54,000 | 55 ₹49,500 |
Tender Value
₹1.6 L
EMD Value
₹3,101
Closing Date
17 Mar 2026, 11:00 amClosed
EE Katrain
EE JSV Katrain
CO WSS GP Soyal, Naggar, Hallan-I Majhar and Aug.Improvement of Nathan in Tehsil Manali Distt. Kullu HP
2026_HPIPH_131115_1
EE Katrain 10159-10209 dated 10.3.2026
Open Tender
Civil Works
soyal
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹3,101
26 Mar 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts
Laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately)
32mm dia
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