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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-Finance | ₹4.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹4.3 L+₹15,046.75 (3.62%)Rejected-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹4.3 L+₹15,046.75 (3.62%) | 2 | Rejected-Finance L2 |
| 3 | 3₹4.5 L+₹29,971.25 (7.21%)Rejected-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹4.5 L+₹29,971.25 (7.21%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 | Harsh Guleria L2 | Deep Ram 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 jumker work | 270 | Cum | 450 ₹1,21,500 Lowest | 460 ₹1,24,200 | 480 ₹1,29,600 |
| 2.00 | Demolition of CC work above G.L upto floor two level including disposal of unserviceable materials within all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 8.1 | Cum | 4,950 ₹40,095 Lowest | 5,000 ₹40,500 | 4,990 ₹40,419 |
| 3.00 | Providing and laying cedment concrete 1:2:4 (1cement: 2sand: 4 graded stone agg. 20mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 10.12 | Cum | 12,050 ₹1,22,006.25 Lowest | 13,000 ₹1,31,625 | 12,900 ₹1,30,612.5 |
| 4.00Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 4.01 | 25mm dia | 190 | Rmt | 35 ₹6,650 Lowest | 36 ₹6,840 | 40 ₹7,600 |
| 4.02 | 50mmd ia | 788 | Rmt | 45 ₹35,460 Lowest | 46 ₹36,248 | 50 ₹39,400 |
| 4.03 | 80mm dia | 25 | Rmt | 65 ₹1,625 Lowest | 66 ₹1,650 | 70 ₹1,750 |
| 5.00Re-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). | ||||||
| 5.01 | 25mm dia | 186 | Rmt | 35 ₹6,510 Lowest | 36 ₹6,696 | 40 ₹7,440 |
Tender Value
₹3.3 L
EMD Value
₹6,585
Closing Date
2 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Dhoun Kothi in Tehsil Sadar District Bilaspur (SH Repair of gravity main and distribution pipe line of various diameters from different storage tank at various locations at different RDs).
2026_HPIPH_137185_9
BLP-BLP-0736-NIT No. 4197-4296 Dated 20/06/2026
Open Tender
Civil Works
Item Rate
60 days
Sub Division Bilaspur Section Panjgain
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹6,585
18 Jul 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
2 Jul 2026
23 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 jumker work | 270 | Cum | - | - |
| 2 | Demolition of CC work above G.L upto floor two level including disposal of unserviceable materials within all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 8.1 | Cum | - | - |
| 3Providing and laying cedment concrete 1:2:4 (1cement: 2sand: 4 graded stone agg. 20mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | |||||
| 4Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | |||||
| 4.01 | 25mm dia | 190 | Rmt | - | - |
| 4.02 | 50mmd ia | 788 | Rmt | - | - |
| 4.03 | 80mm dia | 25 | Rmt | - | - |
| 5Re-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). | |||||
| 5.01 | 25mm dia | 186 | Rmt | - | - |
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