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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Finance | ₹4.8 L | L1 | Admitted-Finance |
| 2 | L2₹4.9 L+₹9,406 (1.97%)Admitted-Finance | ₹4.9 L+₹9,406 (1.97%) | L2 | Admitted-Finance |
| 3 | L3₹4.9 L+₹16,512 (3.47%)Admitted-Finance | ₹4.9 L+₹16,512 (3.47%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical VPO BASDEHRA TEHSIL DISTT UNA HP | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sh Balwinder Singh L1 | M.S. Enginering Electrical Works Govt. L3 | KESAR SINGH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge. | 401.2 | P/Cum | 250 ₹1,00,300 Lowest | 260 ₹1,04,312 | 255 ₹1,02,306 |
| 2.00P/ Laying/jointing/ttesting and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all fittings Tees, reducers & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge.(Earth work in trenches to be measured and paid separately) | ||||||
| 2.01 | i) 180 mm Dia. PE 80 PN-4.0 | 230 | Rmt | 690 ₹1,58,700 Lowest | 710 ₹1,63,300 | 705 ₹1,62,150 |
| 2.02 | i) 160 mm Dia. PE 80 PN-4.0 | 360 | Rmt | 580 ₹2,08,800 Lowest | 600 ₹2,16,000 | 590 ₹2,12,400 |
| 3.00Pdg and fixing C.I alfa valve of the following diameters complete in all respect as per the in all leads and lifts as per the direction of Engineer-in-Charge | ||||||
| 3.01 | i) 200 mm Dia. | 3 | Each | 1,300 ₹3,900 Lowest | 1,400 ₹4,200 | 1,350 ₹4,050 |
| 3.02 | i) 150 mm Dia. | 4 | Each | 1,200 ₹4,800 Lowest | 1,300 ₹5,200 | 1,250 ₹5,000 |
Tender Value
₹4.8 L
EMD Value
₹9,674
Closing Date
14 Aug 2026, 10:00 amClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
Restoration of rain damages of various WSS/ T/well under Section Dulehar in Sub-Division Tahliwal in Tehsil distt Una HP
2026_HPIPH_140494_1
No. JSV/ Haroli/ TA/ tender/26- 4879-99 dt 03-08-26
Open Tender
Civil Works
Item Rate
30 days
Dulehar
as per NIT
3 documents required · 3 mandatory
₹350
Yes
Executive Engineer Jal Shakti Divn Haroli
₹9,674
27 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
4 Aug 2026 - 14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge. | 401.2 | P/Cum | - | - |
| 2P/ Laying/jointing/ttesting and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all fittings Tees, reducers & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge.(Earth work in trenches to be measured and paid separately) | |||||
| 2.01 | i) 180 mm Dia. PE 80 PN-4.0 | 230 | Rmt | - | - |
| 2.02 | i) 160 mm Dia. PE 80 PN-4.0 | 360 | Rmt | - | - |
| 3Pdg and fixing C.I alfa valve of the following diameters complete in all respect as per the in all leads and lifts as per the direction of Engineer-in-Charge | |||||
| 3.01 | i) 200 mm Dia. | 3 | Each | - | - |
| 3.02 | i) 150 mm Dia. | 4 | Each | - | - |
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