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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.3 LAccepted-Finance HIMACHAL PRADESH HP | ₹71.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹71.8 L+₹52,066 (0.73%)Rejected-Finance | ₹71.8 L+₹52,066 (0.73%) | L2 | Rejected-Finance L2 |
| 3 | L3₹95.3 L+₹24.0 L (33.6%)Rejected-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹95.3 L+₹24.0 L (33.6%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | MUKESH SHARMA L2 | KUSHAL SINGH RAGHAV L3 | MUKESH 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. | 2,587.55 | Cum | 270 ₹6,98,638.5 Lowest | 395 ₹10,22,082.25 | 350 ₹9,05,642.5 |
| 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 | 20 mm dia. (Light class) Screwed & Socketed. | 3,300 | Rmt. | 160 ₹5,28,000 Lowest | 215 ₹7,09,500 | 168 ₹5,54,400 |
| 2.02 | 25 mm dia. (Light class) Screwed & Socketed. | 9,550 | Rmt. | 220 ₹21,01,000 Lowest | 285 ₹27,21,750 | 230 ₹21,96,500 |
| 2.03 | 32 mm dia. (Light class) Screwed & Socketed. | 5,950 | Rmt. | 270 ₹16,06,500 Lowest | 355 ₹21,12,250 | 280 ₹16,66,000 |
| 2.04 | 40 mm dia. (Light class) Screwed & Socketed. | 3,540 | Rmt. | 350 ₹12,39,000 | 455 ₹16,10,700 | 282 ₹9,98,280 Lowest |
| 2.05 | 50 mm dia. (Light class) Screwed & Socketed. | 2,350 | Rmt. | 430 ₹10,10,500 | 575 ₹13,51,250 | 345 ₹8,10,750 Lowest |
Tender Value
₹78.1 L
EMD Value
₹1.6 L
Closing Date
1 Jul 2026, 5:00 pmClosed
E.E. JSV Division Anni
E.E. JSV Division Anni
SH Providing Laying Jointing and Testing of G.I. pipe 20 mm dia LC 3300 Rmt. 25 mm dia LC 9550 Rmt. 32 mm dia LC 5950 Rmt 40 mm dia LC 3540 Rmt. and 50 mm dia LC 2350 Rmt. for restoration of water supply schemes i.e. WSS No
2026_HPIPH_137414_1
3085-3135
Open Tender
Civil Works
Item Rate
180 days
Nirmand
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹1.6 L
20 Jul 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
1 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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. | |||||
| 2Providing 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 | 20 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.02 | 25 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.03 | 32 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.04 | 40 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.05 | 50 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
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