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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.1 CrAccepted-AOC NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹6.1 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹6.2 Cr+₹3.3 L (0.55%)Rejected-Finance NEAR KATI CHAURAHA HUZURPUR ROAD BAHRAICH | BAHRAICH | UTTAR PRADESH | 271801 | ₹6.2 Cr+₹3.3 L (0.55%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹6.3 Cr+₹19.2 L (3.13%)Rejected-Finance 13B ELLORA ENCLAVE DAYAL BAGH AGRA U P | AGRA | AGRA | UTTAR PRADESH | ₹6.3 Cr+₹19.2 L (3.13%) | L-3 | Rejected-Finance L-3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical IDT incomplate Registration not uploaded |
| Sl No | Description | Qty | Unit | M/S SENGER CONSTRUCTION L2 | AJAY ASSOCIATES L1 | NIKHIL CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION CROSS REGULATOR | ||||||
| 1.01 | Earth work in excavation of foundation including cost digging & refilling the trenches with its proper disposal.as directed by Engineer-in-charge. | 4,836 | M3 | 151 ₹7,30,236 | 50 ₹2,41,800 Lowest | 149 ₹7,20,564 |
| 1.02 | Earth work in making coffer dam by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | 3,547 | M3 | 201 ₹7,12,947 | 150 ₹5,32,050 Lowest | 235 ₹8,33,545 |
| 1.03 | Earth work in making canal section including cost of all lead lift material labour T&P etc.as directed by Engineer-in-charge. | 925 | M3 | 80 ₹74,000 | 70 ₹64,750 Lowest | 95 ₹87,875 |
| 1.04 | Laying C.C. (M-10) below foundation including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | 365 | M3 | 11,000 ₹40,15,000 | 10,500 ₹38,32,500 Lowest | 11,190 ₹40,84,350 |
| 1.05 | Laying C.C. 1:2:4 (M-15) in wing wall with crushed stone grit size 20-40 mm and chopan coarse sand and including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | 763 | M3 | 11,251 ₹85,84,513 Lowest | 11,600 ₹88,50,800 | 11,800 ₹90,03,400 |
| 1.06 | Laying R C.C. 1:1.5:3(M-20) in below parapet wing with crushed stone grit size 4.75- 20 mm and chopan coarse sand and including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | 22 | M3 | 11,551 ₹2,54,122 Lowest | 11,800 ₹2,59,600 | 12,050 ₹2,65,100 |
| 1.07 | Centering & shuttering including cost of all complete.as directed by Engineer-in-charge. | 3,571 | M2 | 851 ₹30,38,921 Lowest | 970 ₹34,63,870 | 990 ₹35,35,290 |
| 1.08 | Laying C.C. 1:1:2 (M-25) in raft, abt, Pier including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | 1,675 | M3 | 11,551 ₹1,93,47,925 Lowest | 11,900 ₹1,99,32,500 | 12,048 ₹2,01,80,400 |
| 1.09 | Brick Work in 1:3 C:M in parapet, with coarse sand &cement including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | 45 | M3 | 6,051 ₹2,72,295 Lowest | 6,900 ₹3,10,500 | 7,710 ₹3,46,950 |
Tender Value
₹6.7 Cr
EMD Value
₹13.5 L
Closing Date
9 Apr 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
Rapti Nahar Nirman Mandal 1 Balrampur
As per tender Notice
2026_UPIDC_1106549_6
08/SE/2025-26
Open Tender
Civil Works
Item Rate
365 days
Tulsipur Balrampur
As Per Tender Notice
2 documents required · 2 mandatory
₹2,354
₹13.5 L
Yes
22 Apr 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CONSTRUCTION CROSS REGULATOR | - | - | - | - |
| - | Earth work in excavation of foundation including cost digging & refilling the trenches with its proper disposal.as directed by Engineer-in-charge. | - | M3 | - | - |
| - | Earth work in making coffer dam by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | - | M3 | - | - |
| - | Earth work in making canal section including cost of all lead lift material labour T&P etc.as directed by Engineer-in-charge. | - | M3 | - | - |
| - | Laying C.C. (M-10) below foundation including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | - | M3 | - | - |
| - | Laying C.C. 1:2:4 (M-15) in wing wall with crushed stone grit size 20-40 mm and chopan coarse sand and including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | - | M3 | - | - |
| - | Laying R C.C. 1:1.5:3(M-20) in below parapet wing with crushed stone grit size 4.75- 20 mm and chopan coarse sand and including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | - | M3 | - | - |
| - | Centering & shuttering including cost of all complete.as directed by Engineer-in-charge. | - | M2 | - | - |
| - | Laying C.C. 1:1:2 (M-25) in raft, abt, Pier including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | - | M3 | - | - |
| - | Brick Work in 1:3 C:M in parapet, with coarse sand &cement including cost of all lead lift material, labour T&P etc.as directed by Engineer-in-charge. | - | M3 | - | - |
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