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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAdmitted-Finance | ₹18.2 L | L1 | Admitted-Finance |
| 2 | L2₹19.0 LAdmitted-Finance | ₹19.0 L | L2 | Admitted-Finance |
| 3 | L3₹19.6 LAdmitted-Finance HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | ₹19.6 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Champa Devi L2 | Mitesh Thakur L3 | 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 | 947.1 | Cum | 950 ₹9.0 L | 990 ₹9.4 L | 900 ₹8.5 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 | 100mm dia | 4,100 | Rmt. | 245 ₹10.0 L | 250 ₹10.3 L | 235 ₹9.6 L |
Tender Value
₹10.7 L
EMD Value
₹21,392
Closing Date
23 Apr 2026, 11:00 amClosed
EE Jal Shakti Division Katrain
EE Jal Shakti Division Katrain
(SH- Laying, jointing and testing of G.I. pipes of 100mm dia from Dohara Nallah to Nihara Nallah) Part-III
2026_HPIPH_134476_8
EE Katrain 785-834 dated 16/04/2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹21,392
24 Apr 2026
17 Apr 2026
23 Apr 2026
17 Apr 2026
23 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
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 | - | Cum | - | - | itemH1Code1 | |
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) | - | - | - | - | itemH1Code2 | |
100mm dia | - | Rmt. | - | - | itemH1Code3 |
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