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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance | L1 | Accepted-Finance Lowest | |
| 2 | L2₹1.5 L+₹2,907.05 (1.99%)Rejected-Finance HIMACHAL PRADESH HP | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹1.6 L+₹10,724.84 (7.34%)Rejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | L3 | Rejected-Finance Other than Lowest | |
| 4 | L4₹1.6 L+₹14,074.62 (9.63%)Rejected-Finance HIMACHAL PRADESH HP | L4 | Rejected-Finance Other than Lowest | |
| 5 | L5₹2.1 L+₹59,262.62 (40.6%)Rejected-Finance VILLAGE BANOUN PO KHALANOO TEHSIL KOTLI DISTT MAND HP | MANDI | HIMACHAL PRADESH | 175001 | L5 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | GULZARI LAL L4 | Raj Kumar Prop R.K. Construction L2 | Anupam Rana L5 | Rajesh Kumar L3 | BIRI SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge. | 6.07 | Cum | 400 ₹2,428 | 390 ₹2,367.3 | 510 ₹3,095.7 | 450 ₹2,731.5 | 320 ₹1,942.4 Lowest |
| 2.00 | Dressing of bed and prepration of sub grade for linning in pick work. | 9.63 | Sqm | 85 ₹818.55 | 81 ₹780.03 | 40 ₹385.2 | 90 ₹866.7 | 19 ₹182.97 Lowest |
| 3.00 | Dressing of side slopes and prepration of sub grade for linning in pick work. | 21.49 | Sqm | 75 ₹1,611.75 | 60 ₹1,289.4 | 40 ₹859.6 | 68 ₹1,461.32 | 19 ₹408.31 Lowest |
| 4.00Cement concrete linning in 15 cm. Thick or less for irrigation channels using cement concrete 1:3:6(1cement: 3 sand: 6 graded stone aggregate, 20mm nominal size). | ||||||||
| 4.01 | Hand mixed cement concrete linning in bed: | 0.8 | Cum | 9,000 ₹7,200 | 8,500 ₹6,800 | 7,600 ₹6,080 | 8,700 ₹6,960 | 6,300 ₹5,040 Lowest |
| 4.02 | Hand mixed cement concrete linning in side slopes: | 1.26 | Cum | 9,900 ₹12,474 | 9,500 ₹11,970 | 7,600 ₹9,576 | 9,800 ₹12,348 | 6,300 ₹7,938 Lowest |
| 5.00 | Extra allowances for form work in concrete linning in sides/ side slopes. | 1.26 | Cum | 1,100 ₹1,386 | 970 ₹1,222.2 Lowest | 8,600 ₹10,836 | 1,050 ₹1,323 | 7,000 ₹8,820 |
| 6.00 | Removal of slips in all kinds of soil soil , Sand,agreegate , boulder from existing pump house, disposing of unserviceable matirial and stacking the serviceable matirial with in a lead of 20 meters and lift up to 3.00 meters in all leads and lifts. | 312.2 | Cum | 430 ₹1,34,246 | 399 ₹1,24,567.8 | 559 ₹1,74,519.8 | 420 ₹1,31,124 | 390 ₹1,21,758 Lowest |
Tender Value
₹2.1 L
EMD Value
₹4,300
Closing Date
21 Sept 2026, 10:00 amClosed
EE JSV Mandi
EE JSV Division Mandi
Repair and CC Lining of Main Channel damaged from RD 345 to 380 35 Rmt Removal of slips 100 Mtr
2026_HPIPH_143242_1
12442-541
Open Tender
Civil Works
Item Rate
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹4,300
4 Oct 2026
11 Sept 2026
21 Sept 2026
11 Sept 2026
21 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge. | 6.07 | Cum | - | - |
| 2 | Dressing of bed and prepration of sub grade for linning in pick work. | 9.63 | Sqm | - | - |
| 3 | Dressing of side slopes and prepration of sub grade for linning in pick work. | 21.49 | Sqm | - | - |
| 4Cement concrete linning in 15 cm. Thick or less for irrigation channels using cement concrete 1:3:6(1cement: 3 sand: 6 graded stone aggregate, 20mm nominal size). | |||||
| 4.01 | Hand mixed cement concrete linning in bed: | 0.8 | Cum | - | - |
| 4.02 | Hand mixed cement concrete linning in side slopes: | 1.26 | Cum | - | - |
| 5 | Extra allowances for form work in concrete linning in sides/ side slopes. | 1.26 | Cum | - | - |
| 6 | Removal of slips in all kinds of soil soil , Sand,agreegate , boulder from existing pump house, disposing of unserviceable matirial and stacking the serviceable matirial with in a lead of 20 meters and lift up to 3.00 meters in all leads and lifts. | 312.2 | Cum | - | - |
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