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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99,848.05Accepted-Finance | ₹99,848.05 | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹1.2 LRejected-Finance VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹1.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.3 LRejected-Finance | ₹1.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹1.3 LRejected-Finance HIMACHAL PRADESH HP | ₹1.3 L | L4 | Rejected-Finance L4 |
| 5 | L5₹1.3 LRejected-Finance | ₹1.3 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L5 | MONU BRAGTA L3 | Pradeep Kumar Kalanta L6 | AJAY KUMAR L4 | KULWANT L1 | Yashwant Singh L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Chipping of RCC/Stone masonary walls/ plastering with in all leads and lifts as per the direction of the Engineer in Charge. | 118.67 | Sqm. | 111 ₹13,172.37 | 95 ₹11,273.65 | 110 ₹13,053.70 | 110 ₹13,053.70 | 155 ₹18,393.85 | 95 ₹11,273.65 |
| 2.00Providing 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 : | |||||||||
| 2.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 2.92 | Cum. | 11,500 ₹33,580 | 10,600 ₹30,952 | 12,000 ₹35,040 | 11,000 ₹32,120 | 12,000 ₹35,040 | 10,500 ₹30,660 |
| 3.00 | 15 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:3 (1cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. | 74.61 | Cum. | 390 ₹29,097.90 | 368 ₹27,456.48 | 400 ₹29,844 | 400 ₹29,844 | 220 ₹16,414.20 | 380 ₹28,351.80 |
| 4.00 | Manufacturing and fixing Intake-cum- filter box 60x60x60 cm with M.S. sheet (3.15mm thick) by cutting and welding (two layers) including MS angle achors 40x40x6 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media.Providingoutlet with G.I. pipe 65 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size notmore than 5mm, 25 mm dia G.I.socket for overflow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site with appoxy painting inside and outside as per design and drawing with all leads and lifts as per direction and satisfaction of Engineer-in-charge. Intake-Cum-Filter box 60x60x60 CM @ 75.25 Kg/ Chmaber). | 3 | Cum. | 18,600 ₹55,800 | 19,000 ₹57,000 | 21,000 ₹63,000 | 18,000 ₹54,000 | 10,000 ₹30,000 | 17,500 ₹52,500 |
Tender Value
₹1.2 L
EMD Value
₹2,450
Closing Date
10 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR damages of various GWSS under GP Kuddu in Tehsil Jubbal Distt Shimla HP SH Repair of storage tank and construction and fixing of M.S Intake
2026_HPIPH_129954_13
JBL-SML-09-718
Open Tender
Civil Works
90 days
Saraswatinagar
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹2,450
8 Apr 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
Chipping of RCC/Stone masonary walls/ plastering with in all leads and lifts as per the direction of the Engineer in Charge.
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.
15 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:3 (1cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge.
Manufacturing and fixing Intake-cum- filter box 60x60x60 cm with M.S. sheet (3.15mm thick) by cutting and welding (two layers) including MS angle achors 40x40x6 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media.Providingoutlet with G.I. pipe 65 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size notmore than 5mm, 25 mm dia G.I.socket for overflow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site with appoxy painting inside and outside as per design and drawing with all leads and lifts as per direction and satisfaction of Engineer-in-charge. Intake-Cum-Filter box 60x60x60 CM @ 75.25 Kg/ Chmaber).
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