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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Finance | ₹4.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.8 CrAdmitted-Finance | ₹4.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹4.9 CrAdmitted-Finance KH NO 17 B H U NO 74A KAUSHALPURI COLONY KHARGAPUR GOMTINAGAR LUCKNOW U P | ₹4.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹5.1 CrAdmitted-Finance PLOT NO 63 PAHADIYAN DISTRICT VARANASI UTTAR PRADESH | VARANASI | UTTAR PRADESH | 221001 | ₹5.1 Cr | L4 | Admitted-Finance |
| 5 | L5₹5.2 CrAdmitted-Finance | ₹5.2 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Narayan Enterprises L3 | S.P.R.U INFRATECH PRIVATE LIMITED L4 | M/S PRABHAT TRADERS L1 | VIRAT CONSTRUCTION L2 | M/S SATENDRA BAHADUR PAL L5 |
|---|---|---|---|---|---|---|---|---|
| 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 in engineer in charge. | 4,53,865.66 | M3 | 77 ₹3,49,47,655.82 | 81 ₹3,67,63,118.46 | 80 ₹3,63,09,252.8 | 83.3 ₹3,78,07,009.48 | 83.4 ₹3,78,52,396.04 |
| 1.02 | 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. | 412.77 | M3 | 10,050 ₹41,48,378.7 | 10,000 ₹41,27,740 | 1,050 ₹4,33,412.7 | 1,054 ₹4,35,063.8 | 10,076.2 ₹41,59,193.38 |
| 1.03 | Laying C.C. (1:1.5:3) with coarse sand F.M. Not less than 2, Crushed Stone Aggregate of size (12.5 mm to 20 mm)including all cost of material, labour and T&P etc. | 119.93 | M3 | 11,650 ₹13,97,184.5 | 11,550 ₹13,85,191.5 | 11,700 ₹14,03,181 | 11,516 ₹13,81,113.88 | 11,751.79 ₹14,09,392.17 |
| 1.04 | 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. | 903.59 | M3 | 6,900 ₹62,34,784.8 | 7,050 ₹63,70,323.6 | 7,100 ₹64,15,503.2 | 6,964 ₹62,92,614.69 | 7,106.4 ₹64,21,286.19 |
| 1.05 | Cement Plaster 12 mm thick (1:4) cement mortar including all cost of material labour T& P etc for complete work. | 3,276.59 | M2 | 250 ₹8,19,148.75 | 251 ₹8,22,425.34 | 250 ₹8,19,148.75 | 254 ₹8,32,255.13 | 259.6 ₹8,50,604.06 |
| 1.06 | Centering & Shuttering for C.C. blocks and concrete including all cost of materials , labour and T&P etc complete. | 914.69 | M2 | 480 ₹4,39,051.2 | 492 ₹4,50,027.48 | 500 ₹4,57,345 | 490 ₹4,48,198.1 | 500 ₹4,57,345 |
| 1.07 | Providing and laying R.C.C. NP2 Hume Pipe dia. 150 mm as per drawing in direction of engineer in charge | 1,342.5 | RM | 525 ₹7,04,812.5 | 510 ₹6,84,675 | 500 ₹6,71,250 | 524 ₹7,03,470 | 533 ₹7,15,552.5 |
Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
19 May 2026, 11:00 amClosed
Superintending Engineer
Office Superintending Engineer 14th Circle Irrigation Work Azamgarh
Capacity restoration work
2026_UPIDC_1147851_5
03/S.E./2026-27
Open Tender
Civil Works
180 days
Mau
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,614
₹10.5 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 in engineer in charge. | 4,53,865.66 | M3 | - | - |
| 1.02 | 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. | 412.77 | M3 | - | - |
| 1.03 | Laying C.C. (1:1.5:3) with coarse sand F.M. Not less than 2, Crushed Stone Aggregate of size (12.5 mm to 20 mm)including all cost of material, labour and T&P etc. | 119.93 | M3 | - | - |
| 1.04 | 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. | 903.59 | M3 | - | - |
| 1.05 | Cement Plaster 12 mm thick (1:4) cement mortar including all cost of material labour T& P etc for complete work. | 3,276.6 | M2 | - | - |
| 1.06 | Centering & Shuttering for C.C. blocks and concrete including all cost of materials , labour and T&P etc complete. | 914.69 | M2 | - | - |
| 1.07 | Providing and laying R.C.C. NP2 Hume Pipe dia. 150 mm as per drawing in direction of engineer in charge | 1,342.5 | RM | - | - |
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