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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-Finance VILL LANGWAN PO LAMBLOO TESHIL DISTT HAMIRPUR 177029 | HAMIRPUR | HIMACHAL PRADESH | 177029 | ₹3.7 L | 1 | Accepted-Finance L1 |
| 2 | 2₹5.3 LRejected-Finance N A | PALWAL | HARYANA | 121004 | ₹5.3 L | 2 | Rejected-Finance L2 |
| 3 | 3₹5.3 LRejected-Finance DHALIWAL | FATEHGARH SAHIB | PUNJAB | 140402 | ₹5.3 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Yash Pal Sharma L3 | SATISH KUMAR GOVT CONTRACTOR L2 | Madan Lal L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation in foundation and trenches etc. ( for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil including bailing or pumping out of water, blasting in soft/ hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge | ||||||
| 1.01 | Pick work | 235.6 | Cum | 450 ₹1.1 L | 445 ₹1.0 L | 380 ₹89,528 |
| 2.00Dismentalled of GMS pipe from trenches at various locations (earth work in trenches to be measured and paid for separately) incuding cutting of joints etc. | ||||||
| 2.01 | 100 mm dia | 380 | Rmt | 200 ₹76,000 | 199 ₹75,620 | 120 ₹45,600 |
| 3.00Re-laying, Jointing and testing galvanized mild steel tube at various locations in trenches of following dia. including tube fittings etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) | ||||||
| 3.01 | 100 mm dia | 380 | Rmt | 250 ₹95,000 | 249 ₹94,620 | 85 ₹32,300 |
| 4.00Providing and fixing cast steel Reflux valve of various dia as per BS: 1868/API-600 of Leader/ Kirloskar/ KSB make including MS flanges of table-28 as per IS: 6392-1971 with welding of MS flanges in requisite layers on both faces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 4.01 | 100mm dia ASA-300 | 1 | Each | 1,00,000 ₹1 L | 99,000 ₹99,000 | 82,000 ₹82,000 |
| 4.02 | 100mmd ia ASA-150 | 1 | Each | 90,000 ₹90,000 | 85,000 ₹85,000 | 66,000 ₹66,000 |
| 5.00Providing circumferential butt welded joints by electrical arc welding to the varIous dia GI 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. | ||||||
Tender Value
₹3.3 L
EMD Value
₹6,560
Closing Date
27 Feb 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Kuthera Bhel Bhagot in Tehsil Ghumarwin District Bilaspur (SH Dismantling / relaying repair of 100 mm dia rising main of different RDs)
2026_HPIPH_128795_2
BLP-BLP-0736-NIT No. 12996-13095 Dated 16/02/2026
Open Tender
Civil Works
60 days
Sub Division Kandrour Section Kuthera
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹6,560
6 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
Excavation in foundation and trenches etc. ( for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil including bailing or pumping out of water, blasting in soft/ hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge
Pick work
Dismentalled of GMS pipe from trenches at various locations (earth work in trenches to be measured and paid for separately) incuding cutting of joints etc.
100 mm dia
Re-laying, Jointing and testing galvanized mild steel tube at various locations in trenches of following dia. including tube fittings etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately)
100 mm dia
Providing and fixing cast steel Reflux valve of various dia as per BS: 1868/API-600 of Leader/ Kirloskar/ KSB make including MS flanges of table-28 as per IS: 6392-1971 with welding of MS flanges in requisite layers on both faces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
100mm dia ASA-300
100mmd ia ASA-150
Providing circumferential butt welded joints by electrical arc welding to the varIous dia GI 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.
100mm dia
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