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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹2.3 L Quoted ₹2.6 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹2.7 LRejected-Finance HIMACHAL PRADESH HP | ₹2.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.8 LRejected-Finance VIDYUT BHAWAN HPSEBL SHIMLA 17100 | 17100 | ₹2.8 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | HANS RAJ L3 | AJAY KUMAR L2 | Mohit Khimta L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge. | 120.03 | Cum. | 480 ₹57,614.40 | 455 ₹54,613.65 | 450 ₹54,013.50 |
| 2.00 | Hiring of tipper for loading/unloading of slip material at suitable dumping site as within all leads and lifts as per direction of Engineer-in-Charge. | 26 | Hours. | 900 ₹23,400 | 880 ₹22,880 | 805 ₹20,930 |
| 3.00 | Fixing of fencing panel of size 1.50*1.20m of jali 25*25mm welded to M.S equal angle of 35mmx35mmx5mm of M.S Flats 20*3mm including cutting welding painting with red oxide paint, including hold fast of size 32*5mm fiat complete in all respects the jali of 25*25mm should be fixed in 1.80*1.20m the work should be executed as per the entire satisfaction of the Engineer in charge | 17 | Nos. | 9,200 ₹1.6 L | 9,000 ₹1.5 L | 8,800 ₹1.5 L |
| 4.00 | 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. | 1.64 | Cum. | 590 ₹967.60 | 630 ₹1,033.20 | 650 ₹1,066 |
| 5.00 | 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. | 1.64 | Cum. | 9,500 ₹15,580 | 9,000 ₹14,760 | 8,500 ₹13,940 |
| 6.00 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge | 1.92 | Qtl. | 12,400 ₹23,808 | 13,000 ₹24,960 | 12,800 ₹24,576 |
Tender Value
₹2.6 L
EMD Value
₹5,250
Closing Date
27 Jan 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RM of LIS Jakhi Khad to Thana Mandal Bholar Rawin and Jhagtan in Tehsil Jubbal Distt Shimla HP SH Cutting and fencing work to storage tank at Rohtan Nallu in GP Mandal
2026_HPIPH_126036_2
JBL-SML-09-718
Open Tender
Civil Works
90 days
Saraswatinagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹5,250
18 Apr 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge.
Hiring of tipper for loading/unloading of slip material at suitable dumping site as within all leads and lifts as per direction of Engineer-in-Charge.
Fixing of fencing panel of size 1.50*1.20m of jali 25*25mm welded to M.S equal angle of 35mmx35mmx5mm of M.S Flats 20*3mm including cutting welding painting with red oxide paint, including hold fast of size 32*5mm fiat complete in all respects the jali of 25*25mm should be fixed in 1.80*1.20m the work should be executed as per the entire satisfaction of the Engineer in charge
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.
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.
Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge
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