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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 LAccepted-Finance VILL LANGWAN PO LAMBLOO TESHIL DISTT HAMIRPUR 177029 | HAMIRPUR | HIMACHAL PRADESH | 177029 | ₹1.5 L | 1 | Accepted-Finance L1 |
| 2 | 2₹2.0 LRejected-Finance N A | PALWAL | HARYANA | 121004 | ₹2.0 L | 2 | Rejected-Finance L2 |
| 3 | 3₹2.0 LRejected-Finance DHALIWAL | FATEHGARH SAHIB | PUNJAB | 140402 | ₹2.0 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SATISH KUMAR GOVT CONTRACTOR L2 | Yash Pal Sharma L3 | Madan Lal L1 |
|---|---|---|---|---|---|---|
| 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 jumper work | 78 | Cum | 449 ₹35,022 | 451 ₹35,178 | 400 ₹31,200 |
| 1.02 | Pick work | 44.07 | Cum | 428 ₹18,861.96 | 430 ₹18,950.10 | 350 ₹15,424.50 |
| 2.00Laying, Jointing and testing galvanized mild steel tube screwed and socketed (L.C) in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 150mm dia with wall thickness 4.80mm and outer dia 166.50mm having weight 19.50kg/Rmt | 87 | Rmt | 155 ₹13,485 | 160 ₹13,920 | 130 ₹11,310 |
| 3.00 | 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. | 113 | Rmt | 345 ₹38,985 | 350 ₹39,550 | 250 ₹28,250 |
| 4.00 | Re-laying, Jointing and testing galvanized mild steel tube 150mm dia screwed and socketed (L.C) in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). | 113 | Rmt | 295 ₹33,335 | 300 ₹33,900 | 140 ₹15,820 |
| 5.00Providing 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. | ||||||
| 5.01 | 150mm dia | 48 | P/Joint | 1,240 ₹59,520 | 1,250 ₹60,000 | 1,050 ₹50,400 |
Tender Value
₹1.4 L
EMD Value
₹2,760
Closing Date
20 Feb 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 Laying jointing / dismantling / relaying and testing of rising main 150mm dia 1st stage).
2026_HPIPH_128063_3
BLP-BLP-0736-NIT No. 12543-12643 Dated 08/02/2026
Open Tender
Civil Works
60 days
Sub Division Kandrour Section Harlog
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹2,760
3 Mar 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
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 jumper work
Pick work
Laying, Jointing and testing galvanized mild steel tube screwed and socketed (L.C) in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
150mm dia with wall thickness 4.80mm and outer dia 166.50mm having weight 19.50kg/Rmt
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.
Re-laying, Jointing and testing galvanized mild steel tube 150mm dia screwed and socketed (L.C) in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
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
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