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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹11.9 LAccepted-Finance | ₹11.9 L | H3 | Accepted-Finance Lowest |
| 2 | H1₹14.3 LRejected-Finance | ₹14.3 L | H1 | Rejected-Finance highest |
| 3 | H2₹13.2 LRejected-Finance VILLAGE JALEL P O SHOGHI TEHSIL DISTT SHIMLA HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹13.2 L | H2 | Rejected-Finance Highest |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | NEERO DEVI H3 | Varun Rohal H2 | ANUJ THAKUR H1 |
|---|---|---|---|---|---|---|
| 2.00Descritpioin | ||||||
| 3.00 | Excavation in foundation trenches for laying of pipes upto all depths in all classification of soil i/c balling and pumping out of water,chiseling(where blasting is prohibited) in all lifts including trimming & dressing oof sides, levelling of beds to correct grade i/c shuttering,strutting planking timbering and dewatering where ever required stacking the useable and unuseable soil in trenches iin 15cm. layers i/c coonsolidating of each deposiyted layers by ramming and watering then disposing oof all surplus excavated un-usable material as directed within all leads and lifts i/c restoration of metalled/ un-metalled surfaces to its original ocondition and i/c cost of diversion for traffic,night signals fixing caution boards crossisng over trenches for access to houses,fencing etc. ocomplete in all respect with in all leads and lifts as per direction of the Engineer-in Charge. | 61.22 | Cum | 300 ₹18,366 | 850 ₹52,037 | 550 ₹33,671 |
| 4.00 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. | 20.41 | Cum | 6,500 ₹1.3 L | 8,500 ₹1.7 L | 7,500 ₹1.5 L |
| 5.00 | Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- .bed | 20.41 | Cum | 9,700 ₹2.0 L | 10,700 ₹2.2 L | 11,000 ₹2.2 L |
| 6.00 | walls | 25.11 | Cum | 9,800 ₹2.5 L | 10,900 ₹2.7 L | 10,800 ₹2.7 L |
| 7.00 | Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :-a) Tor steel. | 5,006.91 | Kg | 90 ₹4.5 L | 85 ₹4.3 L | 102 ₹5.1 L |
| 8.00Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters | ||||||
| 9.00 | vertical Walls(any thickness but to less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 264.51 | Sqm | 300 ₹79,353 | 250 ₹66,127.50 | 410 ₹1.1 L |
| 10.00Laying in trenches galvanised mild steel tubes [Light grade] i/c P/F of fittings (Earth work in trenches to be measured and paid for seperately). | ||||||
| 11.00 | 100mm dia | 12 | Rmt | 125 ₹1,500 | 135 ₹1,620 | 95 ₹1,140 |
Tender Value
₹15.2 L
EMD Value
₹31,000
Closing Date
4 Apr 2026, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
C/O 3 nos RCC storage tank
2026_HPIPH_132731_1
SNN-SML-003-740-Tdr-25 23-29dt 23.3.26
Open Tender
Civil Works - Water Works
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Suni
₹31,000
30 Apr 2026
28 Mar 2026
4 Apr 2026
28 Mar 2026
4 Apr 2026
28 Mar 2026
28 Mar 2026 - 4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 2Descritpioin | ||||||
Excavation in foundation trenches for laying of pipes upto all depths in all classification of soil i/c balling and pumping out of water,chiseling(where blasting is prohibited) in all lifts including trimming & dressing oof sides, levelling of beds to correct grade i/c shuttering,strutting planking timbering and dewatering where ever required stacking the useable and unuseable soil in trenches iin 15cm. layers i/c coonsolidating of each deposiyted layers by ramming and watering then disposing oof all surplus excavated un-usable material as directed within all leads and lifts i/c restoration of metalled/ un-metalled surfaces to its original ocondition and i/c cost of diversion for traffic,night signals fixing caution boards crossisng over trenches for access to houses,fencing etc. ocomplete in all respect with in all leads and lifts as per direction of the Engineer-in Charge. | - | Cum | - | - | itemH1Code1 | |
| 4Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. | ||||||
| 5Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- .bed | ||||||
walls | - | Cum | - | - | - | |
| 7Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :-a) Tor steel. | ||||||
| 8Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters | ||||||
vertical Walls(any thickness but to less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | - | Sqm | - | - | - | |
| 10Laying in trenches galvanised mild steel tubes [Light grade] i/c P/F of fittings (Earth work in trenches to be measured and paid for seperately). | ||||||
| 11100mm dia | ||||||
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