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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-Finance MANDI HIMACHAL PRADESH | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | L1 | Accepted-Finance Lowest bidder | |
| 2 | L2₹2.0 L+₹20,971.79 (11.6%)Rejected-Finance | L2 | Rejected-Finance other than lowest |
| Sl No | Description | Qty | Unit | SURENDER KUMAR L1 | MAYA RAM L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects. | 5.78 | Cum | 478 ₹2,762.84 | 365 ₹2,109.7 Lowest |
| 2.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring shuttering ,strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced . | |||||
| 2.01 | Vertical surfaces | 47.4 | Sqm | 355 ₹16,827 | 310 ₹14,694 Lowest |
| 3.00 | P/L C:C 1:5:10 (I cement:1 sand :5sand :10 graded stone agg. 20mm nominal size)&curing comp. excluding cost of form work in foundation and plinth. | 18.9 | Cum | 7,925 ₹1,49,782.5 Lowest | 9,200 ₹1,73,880 |
| 4.00 | Boulder filling behind R/Wall in all leadsand lifts as per diretion of Engineer-in-Charge. | 4.41 | Cum | 2,477 ₹10,923.57 | 2,400 ₹10,584 Lowest |
Tender Value
₹2.5 L
EMD Value
₹4,930
Closing Date
27 Dec 2025, 11:00 amClosed
Executive Engineer Jal Shakti Division Thunag
O/O Executive Engineer Jal Shakti Division Thunag
CO Retaining wall to protect Pump House
2025_HPIPH_123730_1
7836-86 DT 16/12/2025
Open Tender
Civil Works - Water Works
Item Rate
9 days
Thunag
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
₹4,930
Yes
9 Mar 2026
17 Dec 2025
27 Dec 2025
17 Dec 2025
27 Dec 2025
17 Dec 2025
Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring shuttering ,strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced .
Vertical surfaces
P/L C:C 1:5:10 (I cement:1 sand :5sand :10 graded stone agg. 20mm nominal size)&curing comp. excluding cost of form work in foundation and plinth.
Boulder filling behind R/Wall in all leadsand lifts as per diretion of Engineer-in-Charge.
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