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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H4₹8.5 LAccepted-AOC | ₹8.5 L | H4 | Accepted-AOC AOC |
| 2 | H1₹11.6 LRejected-Finance | ₹11.6 L | H1 | Rejected-Finance Highest |
| 3 | H2₹10.9 LRejected-Finance | ₹10.9 L | H2 | Rejected-Finance Highest |
| 4 | H3₹8.9 LRejected-Finance VILL BANOUN PO JABRI TEHSIL DISTT SHIMLA HP | ₹8.9 L | H3 | Rejected-Finance Highest |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | NOKH RAM SHARMA H3 | NEERO DEVI H4 | Ashok Kumar Thakur H1 | Suresh Kumar Sharma H2 |
|---|---|---|---|---|---|---|---|
| 2.00Description | |||||||
| 3.00 | Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil,blasting soft/hard rock or chiselling soft/hard rock, where blasting work is prohibited in all lifts complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge . | 18.95 | cum | 275 ₹5,211.25 Lowest | 325 ₹6,158.75 | 500 ₹9,475 | 450 ₹8,527.5 |
| 4.00 | Excavation in foundations, trenches etc. in earth work,lift uoto 1.50 metres stacking the excavated 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 lead of 20 metres. | 23.97 | Cum | 290 ₹6,951.3 Lowest | 400 ₹9,588 | 600 ₹14,382 | 500 ₹11,985 |
| 5.00 | Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 0.41 | cum | 7,200 ₹2,952 Lowest | 8,500 ₹3,485 | 9,000 ₹3,690 | 8,800 ₹3,608 |
| 6.00Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in : | |||||||
| 7.00 | Foundations, footings, bases of columns and the like and mass concrete. | 4.57 | cum | 10,500 ₹47,985 | 10,100 ₹46,157 Lowest | 11,500 ₹52,555 | 11,000 ₹50,270 |
| 8.00 | Walls ( any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | 10.78 | cum | 10,700 ₹1,15,346 | 10,200 ₹1,09,956 Lowest | 12,000 ₹1,29,360 | 11,500 ₹1,23,970 |
| 9.00Providing and laying cement concrete 1:2:4 ( 1 cement : 2 Sand : 4 graded stone aggregate , 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement in : | |||||||
| 10.00 | Suspended floor roofs, landing and shelves and their support balconies, beams,girders,bressumers and cantilevers up to floor two levels. | 1.96 | cum | 9,600 ₹18,816 | 9,200 ₹18,032 Lowest | 11,000 ₹21,560 | 10,500 ₹20,580 |
| 11.00 | Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. | 1,726.1 | kg | 90 ₹1,55,349 Lowest | 90 ₹1,55,349 Lowest | 110 ₹1,89,871 | 100 ₹1,72,610 |
Tender Value
₹10.2 L
EMD Value
₹20,500
Closing Date
4 Apr 2026, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
of 1 No. RCC intake chamber and RCC Storage tank 20000 ltr cap 2 Nos. And Providing laying and jointing of GI pipe 40 mm dia from RD 0/0 to 600
2026_HPIPH_132589_1
SNN-SML-003-740-Tdr-25 -81-87dt.23.03.26
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Suni
₹20,500
6 Jul 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
27 Mar 2026 - 4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2Description | |||||
| 3Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil,blasting soft/hard rock or chiselling soft/hard rock, where blasting work is prohibited in all lifts complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge . | |||||
| 4Excavation in foundations, trenches etc. in earth work,lift uoto 1.50 metres stacking the excavated 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 lead of 20 metres. | |||||
| 5Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | |||||
| 6Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in : | |||||
| 7Foundations, footings, bases of columns and the like and mass concrete. | |||||
| 8Walls ( any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | |||||
| 9Providing and laying cement concrete 1:2:4 ( 1 cement : 2 Sand : 4 graded stone aggregate , 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement in : | |||||
| 10Suspended floor roofs, landing and shelves and their support balconies, beams,girders,bressumers and cantilevers up to floor two levels. | |||||
| 11 | Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. | 1,726.1 | kg | - | - |
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