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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAccepted-AOC NEAR CHHATRI WALA KUAN JAGJEETPUR HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | 249408 | ₹28.2 L | L1 | Accepted-AOC as per Attachment |
| 2 | L2₹28.4 L+₹20,032.34 (0.71%)Rejected-AOC | ₹28.4 L+₹20,032.34 (0.71%) | L2 | Rejected-AOC reject |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Rashid Ali | DINESH KUMAR AHLUWALIA |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF 200 KL STORAGE WATER TANK | |||||
| 2.00 | Barricading in two rows and necessary diversion of path and where as necessary with the help of ballies, ropes, flags, signal and light signal caution boards etc. As per direction of Engineer in-charge | 44 | Rm | 5,471.84 ₹5,471.84 | 5,433.12 ₹5,433.12 Lowest |
| 3.00 | Excavation in soil mixed with single bouldres etc. Requireing the use of specials T&P, if any, for pipe line trenches including with hack filling, watering, ramming of excavated earth in the trenches. Excavation in Soil mixed with morum shingle & kankar etc. using of any specials T&P, if required. For Depth Up to 1.5m | 214.54 | Cum | 59,288.13 ₹59,288.13 | 58,869.78 ₹58,869.78 Lowest |
| 3.10 | For Depth 1.5m - 3.0m | 214.54 | Cum | 78,345.72 ₹78,345.72 | 77,792.2 ₹77,792.2 Lowest |
| 3.30 | For Depth 3.0m-4.5m | 53.31 | Cum | 24,728.91 ₹24,728.91 | 24,554.59 ₹24,554.59 Lowest |
| 4.00 | Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches Dismantled timbering materials will be the property of the Contractor. For Depth 1.5 m-3.0m | 74.45 | Cum | 46,292.27 ₹46,292.27 | 45,965.43 ₹45,965.43 Lowest |
| 4.10 | For Depth 3.0m-4.5m | 26.57 | Cum | 20,716.63 ₹20,716.63 | 20,570.49 ₹20,570.49 Lowest |
| 5.00 | Plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 15 Nominal mix 1:25:5 (Hand mixing). | 27.6 | Cum | 1,61,060.9 ₹1,61,060.9 | 1,59,924.06 ₹1,59,924.06 Lowest |
| 6.00 | Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC grade M 25 | 107.86 | Cum | 7,91,848.8 ₹7,91,848.8 | 7,86,259.49 ₹7,86,259.49 Lowest |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | 12.72 | MT | 10,28,308.84 ₹10,28,308.84 | 10,21,051.06 ₹10,21,051.06 Lowest |
Tender Value
₹2,360
EMD Value
₹57,600
Closing Date
15 Apr 2026, 1:00 pmClosed
Executive Engineer
Office of Executive Engineer Uttarakhand jal sansthan Ganga jagjeetpur Haridwar
Construction of 200 KL Capacity Reservoir including laying of 75 mm dia HDPE pipe line with sewer collection chamber and RCC related work at Transport nagar Haridwar
2026_UKJS_93787_1
1927/E-Tender/2025-26 date 25.03.2026
Open Tender
Civil Works - Water Works
Item Wise
180 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Executive Engineer
₹57,600
Jagjeetpur Haridwar
21 May 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
15 Apr 2026
2 Apr 2026
7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF 200 KL STORAGE WATER TANK | |||||
| 2Barricading in two rows and necessary diversion of path and where as necessary with the help of ballies, ropes, flags, signal and light signal caution boards etc. As per direction of Engineer in-charge | |||||
| 3Excavation in soil mixed with single bouldres etc. Requireing the use of specials T&P, if any, for pipe line trenches including with hack filling, watering, ramming of excavated earth in the trenches. Excavation in Soil mixed with morum shingle & kankar etc. using of any specials T&P, if required. For Depth Up to 1.5m | |||||
| 3.1 | For Depth 1.5m - 3.0m | - | Cum | - | - |
| 3.3 | For Depth 3.0m-4.5m | - | Cum | - | - |
| 4Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches Dismantled timbering materials will be the property of the Contractor. For Depth 1.5 m-3.0m | |||||
| 4.1 | For Depth 3.0m-4.5m | - | Cum | - | - |
| 5Plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 15 Nominal mix 1:25:5 (Hand mixing). | |||||
| 6Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC grade M 25 | |||||
| 7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | |||||
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