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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.0 LAccepted-Finance VILL LANGWAN PO LAMBLOO TESHIL DISTT HAMIRPUR 177029 | HAMIRPUR | HIMACHAL PRADESH | 177029 | ₹2.0 L | 1 | Accepted-Finance L1 |
| 2 | 2₹2.1 LRejected-Finance | ₹2.1 L | 2 | Rejected-Finance L2 |
| 3 | 3₹2.5 LRejected-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹2.5 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Madan Lal L1 | Deep Ram L3 | Partap Singh L2 |
|---|---|---|---|---|---|---|
| 1.00Excavation in foundation, trenches etc. in earthwork in all kind of soil such as pick work, jumper work , blasting hard or soft soil , lift up to 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs and as per entire satisfaction of Engineer - In- Charge. | ||||||
| 1.01 | Pick work | 160.55 | Cum | 380 ₹61,009 | 410 ₹65,825.50 | 400 ₹64,220 |
| 2.00Dismentalled of GMS pipe 150mmdia from trenches (earth work in trenches to be measured and paid for separately).including cutting of existing butt welding joints and to the enitre satisfaction of the Engineer-in-charge. | ||||||
| 2.01 | 150mm dia | 260 | Rmt | 190 ₹49,400 | 205 ₹53,300 | 195 ₹50,700 |
| 2.02Relaying jointing and testing of below mentioned GMS tube with joint of Butt Welding complete in all respect within all lead and lifts as per entire satisfaction of Engineer in charge ( the cost of butt welded joints to be measured and paid for separately) | ||||||
| 2.03 | 150mm dia | 260 | Rmt | 130 ₹33,800 | 150 ₹39,000 | 135 ₹35,100 |
| 3.00Providing circumferential butt welded joints by electrical arc welding to the varIous dia G.I / MSERW pipe as per conforming to IS: 3183-2007 (latest upto date amendements of grade and wall thickness as specified below welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications by using welding electrodes of 2.5mm to 6.3mm of Advani Orelon (Adore)-CITOJET/ESAB make, conforming to IS: 814-1991 at site of work complete in all respect, including manual/ mechanical handling of pipe in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 3.01 | 150mm dia | 51 | P/Joint | 1,096 ₹55,896 | 1,720 ₹87,720 | 1,099 ₹56,049 |
Tender Value
₹1.8 L
EMD Value
₹3,570
Closing Date
6 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Seer Khad to Bhiyanu Peer group of villages in Tehsil Ghumarwin District Bilaspur (SH Dismantling / relaying and Repair of rising main 150mm dia at different RDs)
2026_HPIPH_132600_6
BLP-BLP-0736-NIT No. 14653-754 Dated 25/03/2026
Open Tender
Civil Works
60 days
Sub Division Kandrour Section Talyana
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹3,570
28 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in foundation, trenches etc. in earthwork in all kind of soil such as pick work, jumper work , blasting hard or soft soil , lift up to 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs and as per entire satisfaction of Engineer - In- Charge. | - | - | - | - | |
Pick work | - | Cum | - | - | |
Dismentalled of GMS pipe 150mmdia from trenches (earth work in trenches to be measured and paid for separately).including cutting of existing butt welding joints and to the enitre satisfaction of the Engineer-in-charge. | - | - | - | - | |
150mm dia | - | Rmt | - | - | |
Relaying jointing and testing of below mentioned GMS tube with joint of Butt Welding complete in all respect within all lead and lifts as per entire satisfaction of Engineer in charge ( the cost of butt welded joints to be measured and paid for separately) | - | - | - | - | |
150mm dia | - | Rmt | - | - | |
Providing circumferential butt welded joints by electrical arc welding to the varIous dia G.I / MSERW pipe as per conforming to IS: 3183-2007 (latest upto date amendements of grade and wall thickness as specified below welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications by using welding electrodes of 2.5mm to 6.3mm of Advani Orelon (Adore)-CITOJET/ESAB make, conforming to IS: 814-1991 at site of work complete in all respect, including manual/ mechanical handling of pipe in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | - | - | - | - | |
150mm dia | - | P/Joint | - | - |
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