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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-AOC | ₹39.7 L | L1 | Accepted-AOC AOC |
| 2 | L2₹49.6 LRejected-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹49.6 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | TUSHAR GAUTAM L1 | KUSHAL SINGH RAGHAV 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 | 1,850.57 | Cum | 400 ₹7,40,228 | 315 ₹5,82,929.55 |
| 2.00Providing Laying, jointing and testing in trenches galvanized mild steel screwed and socketed pipes confirming to BIS 1239 (Part-1) 2004 (Latest with upto date ammendements having wall thickness as per code and capable of withstanding required test pressure in a random length of 4 to 7 meters.) of following class and diameter from approved manufacturer complete in all respect and stacking proper at site with the entire satisfaction of the Engineer-in-Charge. | |||||
| 2.01 | 40 mm dia. (Light class) Screwed & Socketed. | 8,300 | Rmt. | 300 ₹24,90,000 | 405 ₹33,61,500 |
| 2.02 | 32 mm dia. (Light class) Screwed & Socketed. | 2,500 | Rmt. | 218 ₹5,45,000 | 315 ₹7,87,500 |
| 2.03 | 25 mm dia. (Light class) Screwed & Socketed. | 950 | Rmt. | 200 ₹1,90,000 | 245 ₹2,32,750 |
Tender Value
₹43.6 L
EMD Value
₹87,289
Closing Date
24 Mar 2026, 5:00 pmClosed
E.E. JSV Division Anni
E.E. JSV Division Anni
SH Providing Laying Jointing and Testing of G.I. pipe 40 mm dia (LC) 8300 Rmt., 32 mm dia (LC) 2500 Rmt., and 25 mm dia (LC) 950 Rmt. for restoration of water supply schemes i.e. LWSS Chewa Ganchua, WSS Dalash Phase-II, WSS Gashnal to Soidhar
2026_HPIPH_131746_1
14415-50
Open Tender
Civil Works
180 days
Dalash
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,500
₹87,289
9 Apr 2026
17 Mar 2026
25 Mar 2026
17 Mar 2026
24 Mar 2026
17 Mar 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 and testing in trenches galvanized mild steel screwed and socketed pipes confirming to BIS 1239 (Part-1) 2004 (Latest with upto date ammendements having wall thickness as per code and capable of withstanding required test pressure in a random length of 4 to 7 meters.) of following class and diameter from approved manufacturer complete in all respect and stacking proper at site with the entire satisfaction of the Engineer-in-Charge.
40 mm dia. (Light class) Screwed & Socketed.
32 mm dia. (Light class) Screwed & Socketed.
25 mm dia. (Light class) Screwed & Socketed.
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