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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance VILL PO GANVI TEH RAMPUR DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | L1 | Admitted-Finance | |
| 2 | L2₹2.7 L+₹1,162.80 (0.43%)Admitted-Finance N A | FARIDABAD | HARYANA | 121004 | L2 | Admitted-Finance | |
| 3 | L3₹2.8 L+₹8,247.15 (3.06%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BHAGWAN DASS L1 | Sudarshan L3 | Ramesh Chand L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc in earth work lift up to 1.5 mtrs stacking the excavated soil not more than 3 meters 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 layers by raming watering and than deposong of all surplus excavated earth as directed with in a lead of 20 mtrs and neatly dressed complete with in all lead and lifts and to the entire satisfaction of Engineer in charge. | 27.29 | Cum | 390 ₹10,643.1 Lowest | 425 ₹11,598.25 | 410 ₹11,188.9 |
| 2.00 | Boulder filling/stone filling as per the direction of Engineer in charge. | 9.26 | Cum | 2,500 ₹23,150 Lowest | 2,600 ₹24,076 | 2,550 ₹23,613 |
| 3.00 | Providing and laying cement concrete 1:3:6(1cement:4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. | 7.72 | Cum | 8,300 ₹64,076 Lowest | 8,300 ₹64,076 Lowest | 8,400 ₹64,848 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | ||||||
| 4.01 | Vertical surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts. | 85.5 | Sqm | 580 ₹49,590 Lowest | 620 ₹53,010 | 590 ₹50,445 |
| 5.00Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work | ||||||
| 5.01 | In bed as per direction of Engineer in charge. | 6.18 | Cum | 8,300 ₹51,294 | 8,500 ₹52,530 | 8,200 ₹50,676 Lowest |
| 5.02 | In Vertical surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts. | 8.55 | Cum | 8,300 ₹70,965 | 8,500 ₹72,675 | 8,200 ₹70,110 Lowest |
Tender Value
₹2.7 L
EMD Value
₹5,451
Closing Date
2 Sept 2026, 5:00 pmClosed
EE JSD CTR
EE JSD CTR
Restoration of rain damages of FIS hydro kuhl right bank branch Jhalwan in Tehsil Joginder Nagar Distt Mandi HP SH CO CC Kuhl at new colony near Jhalwan
2026_HPIPH_141845_1
EE-JSV-CTR-TA-6775-6825 dated 22.08.0.2026-1
Open Tender
Civil Works - Water Works
Item Rate
90 days
Joginder Nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
EE CHAUNTRA
₹5,451
24 Sept 2026
24 Aug 2026
3 Sept 2026
24 Aug 2026
2 Sept 2026
24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc in earth work lift up to 1.5 mtrs stacking the excavated soil not more than 3 meters 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 layers by raming watering and than deposong of all surplus excavated earth as directed with in a lead of 20 mtrs and neatly dressed complete with in all lead and lifts and to the entire satisfaction of Engineer in charge. | 27.29 | Cum | - | - |
| 2 | Boulder filling/stone filling as per the direction of Engineer in charge. | 9.26 | Cum | - | - |
| 3 | Providing and laying cement concrete 1:3:6(1cement:4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. | 7.72 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | |||||
| 4.01 | Vertical surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts. | 85.5 | Sqm | - | - |
| 5Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work | |||||
| 5.01 | In bed as per direction of Engineer in charge. | 6.18 | Cum | - | - |
| 5.02 | In Vertical surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts. | 8.55 | Cum | - | - |
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