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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.1 LAccepted-AOC | ₹87.1 L | L1 | Accepted-AOC Eligible |
| 2 | L2₹94.7 L+₹7.5 L (8.63%)Rejected-Finance GOVT CONTRACTOR VILL GAHAR P O PANJGAIN TEHSIL SADAR DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹94.7 L+₹7.5 L (8.63%) | L2 | Rejected-Finance In Eligible |
| 3 | L3₹1.1 Cr+₹20.0 L (23.0%)Rejected-Finance | ₹1.1 Cr+₹20.0 L (23.0%) | L3 | Rejected-Finance In Eligible |
| Sl No | Description | Qty | Unit | Mohar Singh Thakur L1 | Gaurav Thakur L2 | Virender Singh Raghwa L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts. | 1,171.1 | Cum | 470 ₹5,50,417 | 270 ₹3,16,197 Lowest | 295 ₹3,45,474.5 |
| 2.00Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge. | ||||||
| 2.01 | 15 mm dia (Light Class) (S/S) | 700 | Rmt | 130 ₹91,000 Lowest | 148 ₹1,03,600 | 155 ₹1,08,500 |
| 2.02 | 20 mm dia (Light Class) (S/S) | 3,000 | Rmt | 170 ₹5,10,000 Lowest | 193 ₹5,79,000 | 215 ₹6,45,000 |
| 2.03 | 25 mm dia (Light Class) (S/S) | 5,200 | Rmt | 240 ₹12,48,000 Lowest | 257 ₹13,36,400 | 295 ₹15,34,000 |
| 2.04 | 32 mm dia (Light Class) (S/S) | 4,500 | Rmt | 290 ₹13,05,000 Lowest | 332 ₹14,94,000 | 365 ₹16,42,500 |
| 2.05 | 40 mm dia (Light Class) (S/S) | 4,500 | Rmt | 360 ₹16,20,000 Lowest | 424 ₹19,08,000 | 475 ₹21,37,500 |
| 2.06 | 50 mm dia (Light Class) (S/S) | 2,500 | Rmt | 460 ₹11,50,000 Lowest | 534 ₹13,35,000 | 595 ₹14,87,500 |
| 2.07 | 65 mm dia (Light Class) (S/S) | 3,500 | Rmt | 640 ₹22,40,000 Lowest | 684 ₹23,94,000 | 805 ₹28,17,500 |
Tender Value
₹87.7 L
EMD Value
₹1.6 L
Closing Date
17 Aug 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Kullu
(SH Recovery and reconstruction of water supply schemes Narogi Ra Sharan and Khokhan) Under PDNA
2026_HPIPH_140780_1
5218-67 Khokhan
Open Tender
Civil Works
Item Rate
60 days
Khokhan
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Executive Engineer
₹1.6 L
19 Sept 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts. | 1,171.1 | Cum | - | - |
| 2Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge. | |||||
| 2.01 | 15 mm dia (Light Class) (S/S) | 700 | Rmt | - | - |
| 2.02 | 20 mm dia (Light Class) (S/S) | 3,000 | Rmt | - | - |
| 2.03 | 25 mm dia (Light Class) (S/S) | 5,200 | Rmt | - | - |
| 2.04 | 32 mm dia (Light Class) (S/S) | 4,500 | Rmt | - | - |
| 2.05 | 40 mm dia (Light Class) (S/S) | 4,500 | Rmt | - | - |
| 2.06 | 50 mm dia (Light Class) (S/S) | 2,500 | Rmt | - | - |
| 2.07 | 65 mm dia (Light Class) (S/S) | 3,500 | Rmt | - | - |
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