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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAccepted-AOC | ₹33.1 L | L1 | Accepted-AOC as per Attachments |
| 2 | L2₹37.4 L+₹4.3 L (13.0%)Rejected-Finance BHALLA FARM NO 8 SHYAMUR RISHIKESH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹37.4 L+₹4.3 L (13.0%) | L2 | Rejected-Finance as per Attachment |
| Sl No | Description | Qty | Unit | Rajesh Kumar Contractor | M/S limra enterprises |
|---|---|---|---|---|---|
| 1.00Retaining wall of Triveni ghat | |||||
| 1.10 | Dismantling of existing structures fake culverts, bridges, retaining walls and stone masonry other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m. Masonry work | 3.99 | Cum | 1,396.5 ₹1,396.5 Lowest | 2,194.5 ₹2,194.5 |
| 1.20 | PCC Work | 73.5 | Cum | 4,26,300 ₹4,26,300 | 1,06,575 ₹1,06,575 Lowest |
| 1.30 | Rubble Stone Masonry in Cement Mortor | 19 | Cum | 81,700 ₹81,700 | 6,821 ₹6,821 Lowest |
| 1.40 | Stone Slab Flooring | 70 | Sqm | 1,68,000 ₹1,68,000 | 15,260 ₹15,260 Lowest |
| 2.00 | Excavation of earth in foundation soil mixed with single bajari etc including lift upto 1.5 mtr and lead upto 50 mtr filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches. Upto 3.00 mtr Depth. | 436.8 | Cum | 1,52,880 ₹1,52,880 Lowest | 1,52,880 ₹1,52,880 Lowest |
| 3.00 | Pumping out water caused by springs, tidal or river seepage broken water mian or drains and the like. | 5,772 | KLtr | 11,54,400 ₹11,54,400 | 10,96,680 ₹10,96,680 Lowest |
| 4.00 | Centering and shuttering for R.C.C work Including supply of Material such as wooden planks, Bellies etc. Extra including dismantling after work. Shutteing will be property of constractor after use. (AS PER PWD VOL 1) for Foundation | 49.84 | Sqm | 49,840 ₹49,840 | 15,948.8 ₹15,948.8 Lowest |
| 4.10 | For wall | 235.24 | Sqm | 47,048 ₹47,048 Lowest | 1,59,963.2 ₹1,59,963.2 |
| 5.00 | R.C.C (1:4:8) in foundation with cement, Local sand and 40mm thick gauge stone ballast including supply of all material, labour, T&P etc. Required for proper completion work. | 20.4 | Cum | 97,920 ₹97,920 Lowest | 1,04,040 ₹1,04,040 |
Tender Value
₹2,950
EMD Value
₹69,000
Closing Date
19 May 2026, 5:00 pmClosed
Executive Engineer
Office of The Executive Engineer Uttarakhand Jal Sansthan Maintenance Division Ganga Jagjeetpur Haridwar
Construction of retaining Wall at Triveni Ghat SPS for protection of SPS under Mahakumbh 2027 at Rishikesh SS
2026_UKJS_95108_1
138/E-Tender/2026-27 date - 02-05-2026
Open Tender
Civil Works
Item Wise
120 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer
₹69,000
Jagjeetpur Haridwar
29 Jun 2026
5 May 2026
20 May 2026
5 May 2026
19 May 2026
8 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall of Triveni ghat | |||||
| 1.1 | Dismantling of existing structures fake culverts, bridges, retaining walls and stone masonry other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m. Masonry work | 3.99 | Cum | - | - |
| 1.2 | PCC Work | 73.5 | Cum | - | - |
| 1.3 | Rubble Stone Masonry in Cement Mortor | 19 | Cum | - | - |
| 1.4 | Stone Slab Flooring | 70 | Sqm | - | - |
| 2 | Excavation of earth in foundation soil mixed with single bajari etc including lift upto 1.5 mtr and lead upto 50 mtr filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches. Upto 3.00 mtr Depth. | 436.8 | Cum | - | - |
| 3 | Pumping out water caused by springs, tidal or river seepage broken water mian or drains and the like. | 5,772 | KLtr | - | - |
| 4 | Centering and shuttering for R.C.C work Including supply of Material such as wooden planks, Bellies etc. Extra including dismantling after work. Shutteing will be property of constractor after use. (AS PER PWD VOL 1) for Foundation | 49.84 | Sqm | - | - |
| 4.1 | For wall | 235.24 | Sqm | - | - |
| 5 | R.C.C (1:4:8) in foundation with cement, Local sand and 40mm thick gauge stone ballast including supply of all material, labour, T&P etc. Required for proper completion work. | 20.4 | Cum | - | - |
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