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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-Finance | ₹3.4 L | 1 | Accepted-Finance L1 |
| 2 | 2₹3.5 L+₹8,476 (2.50%)Rejected-Finance VILL LANGWAN PO LAMBLOO TESHIL DISTT HAMIRPUR 177029 | HAMIRPUR | HIMACHAL PRADESH | 177029 | ₹3.5 L+₹8,476 (2.50%) | 2 | Rejected-Finance L2 |
| 3 | 3₹3.6 L+₹20,792 (6.14%)Rejected-Finance | ₹3.6 L+₹20,792 (6.14%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Madan Lal L2 | Sh. Ravinder Kumar L3 | M/S Ritesh Gupta 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 | 317.1 | Cum | 460 ₹1,45,866 | 470 ₹1,49,037 | 450 ₹1,42,695 Lowest |
| 2.00Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 25mmd ia from RD 270 to 390) | 120 | Rmt | 33 ₹3,960 | 35 ₹4,200 | 32 ₹3,840 Lowest |
| 2.02 | 32mmdia from RD 430 to 590) | 160 | Rmt | 39 ₹6,240 | 40 ₹6,400 | 38 ₹6,080 Lowest |
| 2.03 | 40mmdia from RD 310 to 530) | 220 | Rmt | 43 ₹9,460 | 44 ₹9,680 | 42 ₹9,240 Lowest |
| 2.04 | 50mm dia from RD 520 to 730) | 210 | Rmt | 50 ₹10,500 | 55 ₹11,550 | 48 ₹10,080 Lowest |
| 2.05 | 65mm dia from RD 380 to 620) | 240 | Rmt | 70 ₹16,800 | 75 ₹18,000 | 65 ₹15,600 Lowest |
| 2.06 | 80mm dia from RD 350 to 540) | 190 | Rmt | 75 ₹14,250 | 76 ₹14,440 | 70 ₹13,300 Lowest |
| 3.00Re-laying, 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). | ||||||
Tender Value
₹3.0 L
EMD Value
₹5,910
Closing Date
20 Jun 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS NTPC Jamthal Harnoda in Tehsil Sadar District Bilaspur (SH Re-laying jointing and testing of gravity main of various dia and repair of rising main 150mm dia with butt welding at various locations)
2026_HPIPH_136208_3
BLP-BLP-0736-NIT No. 3007-3106 Dated 08/06/2026
Open Tender
Civil Works
Item Rate
60 days
Sub Division Bilaspur Section Panjgain
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹5,910
2 Jul 2026
10 Jun 2026
20 Jun 2026
10 Jun 2026
20 Jun 2026
10 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 | 317.1 | Cum | - | - |
| 2Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | |||||
| 2.01 | 25mmd ia from RD 270 to 390) | 120 | Rmt | - | - |
| 2.02 | 32mmdia from RD 430 to 590) | 160 | Rmt | - | - |
| 2.03 | 40mmdia from RD 310 to 530) | 220 | Rmt | - | - |
| 2.04 | 50mm dia from RD 520 to 730) | 210 | Rmt | - | - |
| 2.05 | 65mm dia from RD 380 to 620) | 240 | Rmt | - | - |
| 2.06 | 80mm dia from RD 350 to 540) | 190 | Rmt | - | - |
| 3Re-laying, 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). | |||||
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