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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-Finance | ₹14.0 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹14.1 LRejected-Finance VIDYUT BHAWAN HPSEBL SHIMLA 17100 | 17100 | ₹14.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹14.3 LRejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹14.3 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Mohit Khimta L3 | Tushar L1 | HANS RAJ L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required, into plinths, sides of foundations, etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work. | 53.76 | Cum | 475 ₹25,536 | 470 ₹25,267.20 | 490 ₹26,342.40 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand :6graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plimnth. | 5.51 | Cum | 12,400 ₹68,324 | 11,500 ₹63,365 | 11,900 ₹65,569 |
| 3.00Providing and laying cement concrete 1:1.5:3 (1cement :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- | ||||||
| 3.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 6.31 | Cum. | 13,400 ₹84,554 | 13,000 ₹82,030 | 13,400 ₹84,554 |
| 3.02 | Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | 28.05 | Cum. | 13,400 ₹3.8 L | 13,500 ₹3.8 L | 13,400 ₹3.8 L |
| 4.00Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : | ||||||
| 4.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 0.89 | Cum | 13,000 ₹11,570 | 12,500 ₹11,125 | 12,300 ₹10,947 |
| 4.02 | Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | 1.06 | Cum | 13,200 ₹13,992 | 12,500 ₹13,250 | 12,300 ₹13,038 |
| 5.00 | Providing mild steel/tor steel rainforcement for rainforced concrete work I/c bending, binding and placing in position complete with all leads, lifts and carriage of material at site and as directed by the Engineer - In - Charge | 2,557.33 | Kg | 111 ₹2.8 L | 108 ₹2.8 L | 110 ₹2.8 L |
| 6.00Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | ||||||
Tender Value
₹13.9 L
EMD Value
₹27,900
Closing Date
27 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Restoration of rain damages of LWSS Parali in GP Parali in Tehsil Jubbal Distt Shimla HP SH Providing and fixing MS Intake C/O RCC Sedimentation Tank 4000 liters and C/O RCC Slow Sand Filter 8 Sqm at GWSS Jatari
2026_HPIPH_131974_4
JBL-SML-09-718
Open Tender
Civil Works
90 days
Jubbal
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹27,900
8 Apr 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in foundation, trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required, into plinths, sides of foundations, etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work. | - | Cum | - | - | |
Providing and laying cement concrete 1:3:6 (1 cement:3 sand :6graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plimnth. | - | Cum | - | - | |
Providing and laying cement concrete 1:1.5:3 (1cement :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- | - | - | - | - | |
| 3.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | - | Cum. | - | - |
| 3.02 | Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | - | Cum. | - | - |
Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : | - | - | - | - | |
Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | - | Cum | - | - | |
Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | - | Cum | - | - | |
Providing mild steel/tor steel rainforcement for rainforced concrete work I/c bending, binding and placing in position complete with all leads, lifts and carriage of material at site and as directed by the Engineer - In - Charge | - | Kg | - | - | |
Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | - | - | - | - |
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