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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 CrAdmitted-Finance | ₹8.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.3 CrAdmitted-Finance 24 JEEVAN PLAZA VIRAM KHAND 5 GOMTI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹9.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical 0 272 273 1 | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | SHIVANSH CONSTRCUTION L2 | MS YADAV AND SONS L1 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation including lead up to 30 meter lift upto 1.50 meter with proper diposal of earth, manual compaction & dressing to profile. As per direction of engineer in charge. | 6,93,738.5 | M3 | 85 ₹5,89,67,772.16 | 77 ₹5,34,17,864.19 |
| 1.02 | Earth work by power Transport for a lead of up to 1Km. including excavation loading unloading, stacking, manual compaction & dressing including all lift shall be, applicable for lead up to 1Km. Complete. | 43,625.05 | M3 | 250 ₹1,09,06,262.5 | 240 ₹1,04,70,012 |
| 1.03 | Laying of C.C in (1:3:6) with stone ballast (20mm to 40mm) size and coarse sand FM not less than 2 including all cost of labour and T&P complete. | 636.95 | M3 | 10,076.2 ₹64,18,045.67 | 10,001 ₹63,70,146.95 |
| 1.04 | Reinforced cement concrete (1:1.5:3) in all RCC work with Coarse sand having F.M. Not less than 2.5, Crushed Stone Aggregate of size (12.5 mm to 20 mm) Mechanically mixed and properly compacted by Vibrator including cost of all materials labours T&P etc. | 9.98 | M3 | 11,751.79 ₹1,17,329.87 | 11,700 ₹1,16,812.8 |
| 1.05 | Laying C.C. (1:1.5:3) with coarse sand F.M. Not less than 2.5, Crushed Stone Aggregate of size (12.5 mm to 20 mm)including all cost of material, labour and T&P etc. | 204.87 | M3 | 11,751.79 ₹24,07,577.47 | 11,710 ₹23,99,015.99 |
| 1.06 | Ist Class Brick Masonary work (1:4) with coarse sand F.M. Not less than 2, including cost of all materials, labour and T&P etc with all leads and lift for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. | 1,307.43 | M3 | 7,106.4 ₹92,91,134.76 | 7,100 ₹92,82,767.2 |
| 1.07 | 12 mm thick Cement Plaster (1:4) cement mortar including all cost of material labour T& P etc for complete work. | 4,740.99 | M2 | 259.6 ₹12,30,762.3 | 240 ₹11,37,838.8 |
| 1.08 | Centering & Shuttering for C.C. blocks and concrete including all cost of materials , labour and T&P etc complete. | 1,766.89 | M2 | 500 ₹8,83,445 | 490 ₹8,65,776.1 |
| 1.09 | Providing and laying TMT Steel Reinforcement of grade Fe 500 including cost of steel carriage, bending, binding, cutting and placing in position with cost of all materials, labour and T&P etc complete | 1.34 | MT | 85,312 ₹1,14,659.33 | 85,300 ₹1,14,643.2 |
| 1.10 | Providing and laying R.C.C. NP2 Hume Pipe dia. 150 mm as per drawing in direction of engineer in charge | 3,885 | RM | 533 ₹20,70,705 | 525 ₹20,39,625 |
Tender Value
₹9.3 Cr
EMD Value
₹18.6 L
Closing Date
19 May 2026, 11:00 amClosed
Superintending Engineer
Office Superintending Engineer 14th Circle Irrigation Work Azamgarh
Restoration work
2026_UPIDC_1147851_1
03/S.E./2026-27
Open Tender
Civil Works
180 days
Azamgarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,614
₹18.6 L
Yes
Azamgarh
25 Jun 2026
13 May 2026
19 May 2026
13 May 2026
19 May 2026
13 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation including lead up to 30 meter lift upto 1.50 meter with proper diposal of earth, manual compaction & dressing to profile. As per direction of engineer in charge. | 0.27 | M3 | - | - |
| 1.02 | Earth work by power Transport for a lead of up to 1Km. including excavation loading unloading, stacking, manual compaction & dressing including all lift shall be, applicable for lead up to 1Km. Complete. | - | M3 | - | - |
| 1.03 | Laying of C.C in (1:3:6) with stone ballast (20mm to 40mm) size and coarse sand FM not less than 2 including all cost of labour and T&P complete. | 0.4 | M3 | - | - |
| 1.04 | Reinforced cement concrete (1:1.5:3) in all RCC work with Coarse sand having F.M. Not less than 2.5, Crushed Stone Aggregate of size (12.5 mm to 20 mm) Mechanically mixed and properly compacted by Vibrator including cost of all materials labours T&P etc. | - | M3 | - | - |
| 1.05 | Laying C.C. (1:1.5:3) with coarse sand F.M. Not less than 2.5, Crushed Stone Aggregate of size (12.5 mm to 20 mm)including all cost of material, labour and T&P etc. | 0.6 | M3 | - | - |
| 1.06 | Ist Class Brick Masonary work (1:4) with coarse sand F.M. Not less than 2, including cost of all materials, labour and T&P etc with all leads and lift for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. | 0.8 | M3 | - | - |
| 1.07 | 12 mm thick Cement Plaster (1:4) cement mortar including all cost of material labour T& P etc for complete work. | 1 | M2 | - | - |
| 1.08 | Centering & Shuttering for C.C. blocks and concrete including all cost of materials , labour and T&P etc complete. | - | M2 | - | - |
| 1.09 | Providing and laying TMT Steel Reinforcement of grade Fe 500 including cost of steel carriage, bending, binding, cutting and placing in position with cost of all materials, labour and T&P etc complete | - | MT | - | - |
| 1.1 | Providing and laying R.C.C. NP2 Hume Pipe dia. 150 mm as per drawing in direction of engineer in charge | - | RM | - | - |
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