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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹14.2 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹15.2 L+₹96,589.20 (6.79%)Rejected-Finance HIMACHAL PRADESH HP | ₹15.2 L+₹96,589.20 (6.79%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.4 L+₹1.2 L (8.37%)Rejected-Finance | ₹15.4 L+₹1.2 L (8.37%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L3 | AJAY KUMAR L2 | Mohit Khimta L1 |
|---|---|---|---|---|---|---|
| 1.00 | Chipping of RCC/Stone masonary walls/ plastering surfaces deep average 10mm width in base with in all leads aand lifts as per the direction of the Engineer in Charge. | 123.43 | Sqm. | 90 ₹11,108.7 Lowest | 110 ₹13,577.3 | 100 ₹12,343 |
| 2.00 | Providing and fixing of mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | 808.6 | Kg | 111 ₹89,754.6 | 100 ₹80,860 Lowest | 110 ₹88,946 |
| 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. | 12.44 | Cum. | 13,300 ₹1,65,452 | 13,500 ₹1,67,940 | 13,000 ₹1,61,720 Lowest |
| 4.00 | Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | 8 | Nos | 3,800 ₹30,400 | 4,000 ₹32,000 | 3,500 ₹28,000 Lowest |
| 5.00 | 20 mm thick cement plaster in single coat on rough 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 (cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. | 123.43 | Sqm. | 490 ₹60,480.7 Lowest | 580 ₹71,589.4 | 550 ₹67,886.5 |
| 6.00Lifting of filter media from existing filter tank and stacking the same with in all leads and lifts and entire satisfection of Engineer-in-Charge. | ||||||
| 6.01 | Top Layer: Effective size fine sand 0.20mm to 0.40mm and uniformity 3.00 | 14.15 | Cum | 690 ₹9,763.5 Lowest | 700 ₹9,905 | 690 ₹9,763.5 Lowest |
| 6.02 | Second layer: Bottom layer broken stone 3mm to 6mm | 2.83 | Cum | 700 ₹1,981 | 750 ₹2,122.5 | 690 ₹1,952.7 Lowest |
| 6.03 | Third Layer: Bajri 6mm to 20mm | 0.94 | Cum | 900 ₹846 | 800 ₹752 | 690 ₹648.6 Lowest |
Tender Value
₹16.2 L
EMD Value
₹32,500
Closing Date
31 Jul 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Restoration of rain dsamages of LWSS Brall in Tehsil Rohru Distt Shimla HP SH Repair of Storage tanks and Filterbed and Laying and Jointing of GI Pipes of various Dia
2026_HPIPH_139560_1
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
90 days
Jubbal
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹32,500
3 Sept 2026
21 Jul 2026
31 Jul 2026
21 Jul 2026
31 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Chipping of RCC/Stone masonary walls/ plastering surfaces deep average 10mm width in base with in all leads aand lifts as per the direction of the Engineer in Charge. | 123.43 | Sqm. | 97.94 | ₹12,088.73 |
| 2 | Providing and fixing of mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | 808.6 | Kg | 105.39 | ₹85,218.35 |
| 3Providing 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. | 12.44 | Cum. | 13,020.15 | ₹1,61,970.67 |
| 4 | Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | 8 | Nos | 3,501.26 | ₹28,010.08 |
| 5 | 20 mm thick cement plaster in single coat on rough 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 (cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. | 123.43 | Sqm. | 541.51 | ₹66,838.58 |
| 6Lifting of filter media from existing filter tank and stacking the same with in all leads and lifts and entire satisfection of Engineer-in-Charge. | |||||
| 6.01 | Top Layer: Effective size fine sand 0.20mm to 0.40mm and uniformity 3.00 | 14.15 | Cum | 684.25 | ₹9,682.14 |
| 6.02 | Second layer: Bottom layer broken stone 3mm to 6mm | 2.83 | Cum | 684.25 | ₹1,936.43 |
| 6.03 | Third Layer: Bajri 6mm to 20mm | 0.94 | Cum | 684.25 | ₹643.19 |
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