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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC 6 204 TIKONIYAN BELANGANJ AGRA | AGRA | AGRA | UTTAR PRADESH | ₹2.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 CrRejected-Finance 106 GREEN AVANUE NAGAR AJMER ROAD GAJSINGHPURA JAIPUR RAJASTHAN 302021 | JAIPUR | RAJASTHAN | 302021 | ₹2.5 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹2.7 CrRejected-Finance B 104 KESAR GARDEN APARTMENT SECTOR 48 NOIDA GAUTAM BUDDH NAGAR | NOIDA | GAUTAM BUDDH NAGAR | UTTAR PRADESH | ₹2.7 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹2.9 CrRejected-Finance | ₹2.9 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹2.9 CrRejected-Finance VILLAGE NUSRATABAD KHARKHADI POST LONI DISTRICT GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹2.9 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s B.B.Goyal L1 | UMESH CHANDRA MISHRA L3 | M/S YOGESH KUMAR SHARMA L5 | M/S JAMEEL CONTRACTOR L4 | Rakesh kumar L7 | M/S RAJ CONSTRUCTION CO. L2 | M/s Pathak and Company L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in fondation in dry ordinary soil (loam clay or sand) including lift upto 105 meter and lead upto 30 meter and including back filling, watering and ramming of excavated earth into the space 1 between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 meter from the foundation trenches. | 4,275 | Cum | 60 ₹2.6 L | 100 ₹4.3 L | 69 ₹2.9 L | 30 ₹1.3 L | 100 ₹4.3 L | 50 ₹2.1 L | 82.47 ₹3.5 L |
| 2.00 | Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Stone Ballast ) in foundation with stone ballast 10-20 mm size including all labour and T&P required for completion of work as directed by Engineer-in -charge. | 769 | Cum | 4,000 ₹30.8 L | 4,000 ₹30.8 L | 3,614 ₹27.8 L | 3,250 ₹25.0 L | 3,600 ₹27.7 L | 4,000 ₹30.8 L | 4,319.69 ₹33.2 L |
| 3.00 | Random Rubble Stone Masonary in 1:4 cement mortar including cost of all material & labour, T&P etc required for completion of work as directed by Engineer-in -charge. | 5,899 | Cum | 3,600 ₹2.1 Cr | 3,900 ₹2.3 Cr | 4,300 ₹2.5 Cr | 4,310 ₹2.5 Cr | 4,500 ₹2.7 Cr | 3,600 ₹2.1 Cr | 4,212.33 ₹2.5 Cr |
| 4.00 | Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Ballast ) in coping on stone masonary including all labour and T&P required for completion of work as directed by Engineer-in -charge. | 128 | Cum | 5,200 ₹6.7 L | 5,200 ₹6.7 L | 3,800 ₹4.9 L | 4,300 ₹5.5 L | 5,600 ₹7.2 L | 5,000 ₹6.4 L | 4,542.2 ₹5.8 L |
| 5.00 | Centering and shuttering for C.C. Work including rent of shuttering material, labour and T&P required for proper completion of work as directed by Engineer-in -charge. | 570 | Sqm | 300 ₹1.7 L | 200 ₹1.1 L | 342 ₹1.9 L | 295 ₹1.7 L | 150 ₹85,500 | 500 ₹2.9 L | 474.24 ₹2.7 L |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
10 Feb 2026, 1:00 pmClosed
Superintending Engineer
3rd Circle Irrigation Works, 139 Mall Road Pratappura, Agra
Construction of boundary wall for protection of government land of Uttar Pradesh Irrigation Department from Km 11.300 to Km 17.000 on the left side of Agra Canal in Haryana State.
2026_UPIDC_1108886_2
11/SE/2025-26
Open Tender
Civil Works
244 days
Haryana State
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,310
₹8.2 L
Office of The SE 3rd Circle Irrigation Works, Agra
7 Mar 2026
25 Jan 2026
10 Feb 2026
25 Jan 2026
10 Feb 2026
25 Jan 2026
2 Feb 2026
Earth work in excavation in fondation in dry ordinary soil (loam clay or sand) including lift upto 105 meter and lead upto 30 meter and including back filling, watering and ramming of excavated earth into the space 1 between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 meter from the foundation trenches.
Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Stone Ballast ) in foundation with stone ballast 10-20 mm size including all labour and T&P required for completion of work as directed by Engineer-in -charge.
Random Rubble Stone Masonary in 1:4 cement mortar including cost of all material & labour, T&P etc required for completion of work as directed by Engineer-in -charge.
Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Ballast ) in coping on stone masonary including all labour and T&P required for completion of work as directed by Engineer-in -charge.
Centering and shuttering for C.C. Work including rent of shuttering material, labour and T&P required for proper completion of work as directed by Engineer-in -charge.
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