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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 LAccepted-Finance | ₹2.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹2.4 L+₹13,085.90 (5.90%)Rejected-Finance VILL THADOH P O BHATWARA TEHSIL GHUMARWIN DISTT BILASPUR H P | ₹2.4 L+₹13,085.90 (5.90%) | 2 | Rejected-Finance L2 |
| 3 | 3₹2.4 L+₹22,047.10 (9.93%)Rejected-Finance MANDI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | ₹2.4 L+₹22,047.10 (9.93%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Jagjeet Singh L1 | Lalit Singh L2 | Tilak Raj L3 |
|---|---|---|---|---|---|---|
| 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 | 329.06 | Cum | 385 ₹1,26,688.1 Lowest | 400 ₹1,31,624 | 420 ₹1,38,205.2 |
| 2.00Providing circumferential butt welded joints by electrical arc welding to the varIous dia GMS / 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. | ||||||
| 2.01 | 80mm dia | 82 | P/Joint | 650 ₹53,300 Lowest | 670 ₹54,940 | 690 ₹56,580 |
| 2.02 | 65mm dia | 37 | P/Joint | 550 ₹20,350 Lowest | 580 ₹21,460 | 600 ₹22,200 |
| 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 | 40mm dia | 360 | Each | 60 ₹21,600 Lowest | 75 ₹27,000 | 75 ₹27,000 |
Tender Value
₹2.0 L
EMD Value
₹3,950
Closing Date
21 Aug 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Shira in Tehsil Sadar District Bilaspur (SH Butt welding of rising main and gravity main of various dia in place of leakage portion and restore the existing gravity main 40mm dia under PDNA).
2026_HPIPH_140870_13
BLP-BLP-0736-NIT No.7483-7582 Dated 07/08/2026
Open Tender
Civil Works
Item Rate
30 days
Sub Division Bilaspur Section Store
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹3,950
30 Aug 2026
12 Aug 2026
21 Aug 2026
12 Aug 2026
21 Aug 2026
12 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 | 329.06 | Cum | 109 | ₹35,867.54 |
| 2Providing circumferential butt welded joints by electrical arc welding to the varIous dia GMS / 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. | |||||
| 2.01 | 80mm dia | 82 | P/Joint | 109 | ₹8,938 |
| 2.02 | 65mm dia | 37 | P/Joint | 109 | ₹4,033 |
| 3Re-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 | 40mm dia | 360 | Each | 109 | ₹39,240 |
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