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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-Finance | ₹1.3 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹1.3 LRejected-Finance VIDYUT BHAWAN HPSEBL SHIMLA 17100 | 17100 | ₹1.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.4 LRejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹1.4 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Tushar L1 | Mohit Khimta L3 | HANS RAJ L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 3 | Cum. | 480 ₹1,440 | 486 ₹1,458 | 490 ₹1,470 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | 1.52 | Cum. | 10,900 ₹16,568 | 11,500 ₹17,480 | 11,000 ₹16,720 |
| 3.00 | 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 : 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. | 0.88 | Cum. | 12,000 ₹10,560 | 13,000 ₹11,440 | 12,500 ₹11,000 |
| 4.00Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- | ||||||
| 4.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 0.96 | Cum. | 13,000 ₹12,480 | 13,500 ₹12,960 | 12,500 ₹12,000 |
| 4.02 | 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. | 2.08 | Cum. | 13,500 ₹28,080 | 13,500 ₹28,080 | 13,000 ₹27,040 |
| 5.00 | Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | 274.4 | Kg. | 106 ₹29,086.40 | 111 ₹30,458.40 | 110 ₹30,184 |
| 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. | ||||||
| 6.01 | Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge. | 2.88 | Sqm. | 640 ₹1,843.20 | 670 ₹1,929.60 | 650 ₹1,872 |
| 6.02 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | 23.76 | Sqm. | 440 ₹10,454.40 | 440 ₹10,454.40 | 450 ₹10,692 |
Tender Value
₹1.3 L
EMD Value
₹2,300
Closing Date
27 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Repair and restoration of rain damages of LWSS Badhal in GP Badhal in Tehsil Jubbal Distt Shimla HP SH Construction of 4 Nos RCC spring intake Tank at 1 Shoba 2 Bairly 3 Chilinti 4 Lehroti
2026_HPIPH_131974_20
JBL-SML-09-718
Open Tender
Civil Works
30 days
Jubbal
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹2,300
4 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | - | Cum. | - | - | itemH1Code1 | |
Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | - | Cum. | - | - | itemH1Code2 | |
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 : 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. | - | - | itemH1Code3 | |
Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- | - | - | - | - | itemH1Code4 | |
Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | - | Cum. | - | - | itemH1Code5 | |
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. | - | - | itemH1Code6 | |
Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | - | Kg. | - | - | itemH1Code7 | |
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. | - | - | - | - | itemH1Code8 | |
Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge. | - | Sqm. | - | - | itemH1Code9 | |
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | - | Sqm. | - | - | itemH1Code10 |
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