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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 LAccepted-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹2.5 L | 1 | Accepted-Finance L1 |
| 2 | 2₹2.5 L+₹6,427.70 (2.60%)Rejected-Finance VILLAGE P O MANSIMBLE TEHSIL PALAMPUR DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹2.5 L+₹6,427.70 (2.60%) | 2 | Rejected-Finance L2 |
| 3 | 3₹2.6 L+₹14,399.25 (5.82%)Rejected-Finance | ₹2.6 L+₹14,399.25 (5.82%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sanjay Saini L2 | M/S Ritesh Gupta L3 | Harsh Guleria 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 jumper work | 205.77 | Cum | 460 ₹94,654.2 | 475 ₹97,740.75 | 450 ₹92,596.5 Lowest |
| 2.00Laying, Jointing and testing galvanized mild steel tube 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 | 32mm dia from Node 1-2,3-4 | 230 | Rmt | 45 ₹10,350 | 50 ₹11,500 | 40 ₹9,200 Lowest |
| 3.00Laying joinitng and testing of below mentioned GMS tube with joint of butt welding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge | ||||||
| 3.01 | 65mm dia from Noded 5-6,7-8,9-`10 & 11-12) | 204 | Rmt | 50 ₹10,200 | 55 ₹11,220 | 45 ₹9,180 Lowest |
| 3.02 | 80mm dia from Node 13-14,15-16 | 96 | Rmt | 55 ₹5,280 | 60 ₹5,760 | 50 ₹4,800 Lowest |
| 3.03 | 100mm dia from Node 17-18 | 142 | Rmt | 70 ₹9,940 | 75 ₹10,650 | 65 ₹9,230 Lowest |
| 3.04 | 125mm dia from Node 19-120 | 63 | Rmt | 75 ₹4,725 | 80 ₹5,040 | 70 ₹4,410 Lowest |
| 4.00Providing 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
₹1.9 L
EMD Value
₹3,830
Closing Date
16 Jun 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Dalli in Tehsil Sadar District Bilaspur (SH Repair of gravity main, rising main and distribution lines of various dia from various storage tanks at various locations at various RDs)
2026_HPIPH_135835_4
BLP-BLP-0736-NIT No. 2672-2771 Dated 04/06/2026
Open Tender
Civil Works
Item Wise
60 days
Sub Division Kandrour Section Kandrour
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹3,830
2 Jul 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 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 jumper work | 205.77 | Cum | - | - |
| 2Laying, Jointing and testing galvanized mild steel tube 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 | 32mm dia from Node 1-2,3-4 | 230 | Rmt | - | - |
| 3Laying joinitng and testing of below mentioned GMS tube with joint of butt welding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge | |||||
| 3.01 | 65mm dia from Noded 5-6,7-8,9-`10 & 11-12) | 204 | Rmt | - | - |
| 3.02 | 80mm dia from Node 13-14,15-16 | 96 | Rmt | - | - |
| 3.03 | 100mm dia from Node 17-18 | 142 | Rmt | - | - |
| 3.04 | 125mm dia from Node 19-120 | 63 | Rmt | - | - |
| 4Providing 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. | |||||
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