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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC AOC |
| 2 | L2₹8.5 LRejected-Finance | ₹8.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹9.3 LRejected-Finance VILLAGE BANAS P O JAON TEHSIL ANNI DISTT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001 | ₹9.3 L | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | DEEKSHA SHARMA L2 | Contractor L3 | Suredner Kumar L1 |
|---|---|---|---|---|---|---|
| 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 | 216 | Cum | 80 ₹17,280 | 350 ₹75,600 | 200 ₹43,200 |
| 2.00Laying,jointing testing in trenches to be levelled to grades, GI flanged pipes of following diameter confirming to IS:1239-1990(Part-II)having minimum wall thickness as per IS code and class of pipes specified below, i/c cost of flanges conforming to table as specified below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailed specifications and provided with nut & bolts of required size ,3mm thick compressed asbestos fiber gasket/ synthetic rubber gasket, confirming to relevant BIS code including all kind of flanged short pieces,bends,tees & other specials etc made from parent tubes & welded with flanges of tables as applicable for the perticular reach as per site condition including flushing cleaning & hydraulic testing as per directions of Engineer in charge. (Earth work in trenches will be measured and paid for separately). | ||||||
| 2.01 | RD From To Length in mtrs Pipe (MM) Thickness Class
0 to 1000 = 1000 150 4.80 MC Flange Table= 17 | 1,000 | Rmt. | 830 ₹8.3 L | 850 ₹8.5 L | 749 ₹7.5 L |
Tender Value
₹10.4 L
EMD Value
₹20,753
Closing Date
16 Feb 2026, 5:00 pmClosed
E.E. JSV Division Anni
E.E. JSV Division Anni
SH Laying Jointing and Testing of gravity main in G.I. pipe MC flanged pipe of dia 150 mm dia 1000 Rmt. from Shamshar khad to Desilting Tank
2026_HPIPH_127687_1
12005-45
Open Tender
Civil Works
180 days
Showad
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹20,753
23 Mar 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 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
Laying,jointing testing in trenches to be levelled to grades, GI flanged pipes of following diameter confirming to IS:1239-1990(Part-II)having minimum wall thickness as per IS code and class of pipes specified below, i/c cost of flanges conforming to table as specified below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailed specifications and provided with nut & bolts of required size ,3mm thick compressed asbestos fiber gasket/ synthetic rubber gasket, confirming to relevant BIS code including all kind of flanged short pieces,bends,tees & other specials etc made from parent tubes & welded with flanges of tables as applicable for the perticular reach as per site condition including flushing cleaning & hydraulic testing as per directions of Engineer in charge. (Earth work in trenches will be measured and paid for separately).
RD From To Length in mtrs Pipe (MM) Thickness Class 0 to 1000 = 1000 150 4.80 MC Flange Table= 17
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