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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC VILLAGE BANAS P O JAON TEHSIL ANNI DISTT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001 | ₹2.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹2.7 LRejected-Finance | ₹2.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.9 LRejected-Finance | ₹2.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹3.1 LRejected-Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | ₹3.1 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | KHEM DASS L3 | Yog Raj L4 | Contractor L1 | GULSHAN KUMAR L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. Pick & Jumper work | 396 | Cum | 260 ₹1,02,960 | 365 ₹1,44,540 | 290 ₹1,14,840 | 320.69 ₹1,26,993.24 |
| 2.00Providing Laying, Jointing & Testing of HDPE pipe of following dia in trenches PN 10 kgf /cm^2 working pressure having grade (PE-80) as per IS :4984-2016 complete with in all lead and lift as per direction of Engineer-in-Charge (earth work in trenches to be meausred and paid for separately). | |||||||
| 2.01 | HDPE pipe 40 mm OD PN-8 as (IS: 4984-2016) PE-80 | 2,200 | Rmt. | 85 ₹1,87,000 | 77 ₹1,69,400 | 61 ₹1,34,200 | 65.28 ₹1,43,616 |
Tender Value
₹3.4 L
EMD Value
₹6,851
Closing Date
17 Jan 2026, 5:00 pmClosed
E.E. JSV Division Anni
E.E. JSV Division Anni
SH Providing Laying Jointing and Testing of HDPE pipe 40mm OD PN-10 PE 80 2200 Rmt. from Behri to Rathoh.
2026_HPIPH_125268_1
10601-50
Open Tender
Civil Works
60 days
Dalash
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹6,851
30 Mar 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
17 Jan 2026
8 Jan 2026
Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. Pick & Jumper work
Providing Laying, Jointing & Testing of HDPE pipe of following dia in trenches PN 10 kgf /cm^2 working pressure having grade (PE-80) as per IS :4984-2016 complete with in all lead and lift as per direction of Engineer-in-Charge (earth work in trenches to be meausred and paid for separately).
HDPE pipe 40 mm OD PN-8 as (IS: 4984-2016) PE-80
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