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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC NEAR KATI CHAURAHA HUZURPUR ROAD BAHRAICH | BAHRAICH | UTTAR PRADESH | 271801 | ₹3.6 Cr | L1 | Accepted-AOC AOC L1 |
| 2 | L2₹3.7 Cr+₹14.6 L (4.09%)Rejected-Finance 13B ELLORA ENCLAVE DAYAL BAGH AGRA U P | AGRA | AGRA | UTTAR PRADESH | ₹3.7 Cr+₹14.6 L (4.09%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.4 Cr+₹80.7 L (22.6%)Rejected-Finance NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹4.4 Cr+₹80.7 L (22.6%) | L3 | Rejected-Finance L3 |
| 4 | L4₹4.4 Cr+₹82.3 L (23.0%)Rejected-Finance | ₹4.4 Cr+₹82.3 L (23.0%) | L4 | Rejected-Finance L4 |
| 5 | L5₹4.6 Cr+₹1.0 Cr (28.0%)Rejected-Finance 584 BASANTPUR GEETA PRESS GORAKHPUR 273005 | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273005 | ₹4.6 Cr+₹1.0 Cr (28.0%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S SENGER CONSTRUCTION L1 | SIDH VINAYAK CONSTRUCTION & SUPPLIERS L4 | SHREEASHOK L5 | NIKHIL CONSTRUCTION L2 | AJAY ASSOCIATES L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in filling with carted earth with a lead of 1.00 Km from the site of work including, loading unloading, filling, leveling, watering compacting and dressing as directed by Engineer-in-charge as per drawing and I.D. specification. | 6,083.53 | Cum | 251 ₹15,26,966.03 | 170 ₹10,34,200.1 | 200 ₹12,16,706 | 155 ₹9,42,947.15 | 150 ₹9,12,529.5 Lowest |
| 2.00 | Earth work in excavation of foundation in all type of soil including lead upto 30.00m, lift upto 1.5m , and its proper disposal and back filling as per direction given by Engineer incharge required for proper completion of work including cost of all T&P, | 8,262.59 | Cum | 50 ₹4,13,129.5 Lowest | 90 ₹7,43,633.1 | 100 ₹8,26,259 | 71 ₹5,86,643.89 | 50 ₹4,13,129.5 Lowest |
| 3.00 | Centering and shuttering for CC work including cost of all materials, labour and T&P with all leads and up lift/down lift for proper completion of work as directed by Engineer-in-Charge as per I.D. specification. | 6,888.44 | Sqm | 350 ₹24,10,954 | 180 ₹12,39,919.2 Lowest | 190 ₹13,08,803.6 | 190 ₹13,08,803.6 | 180 ₹12,39,919.2 Lowest |
| 4.00 | Plain Cement Concrete in 1:3:6 for toe wall and sleepers with Coarse Sand having F.M. Not less than 2.0, Crushed Stone Aggregate of nominal size of 4.75 mm to 20 mm, Mechanically mixed, placed in position and properly compacted including cost of all material, labour and T&P. | 337.74 | Cum | 8,500 ₹28,70,790 Lowest | 11,500 ₹38,84,010 | 12,200 ₹41,20,428 | 10,200 ₹34,44,948 | 11,500 ₹38,84,010 |
| 5.00 | Plain Cement Concrete in 1:2:4 in Toe Wall, with Coarse Sand having F.M. Not less than 2.0, Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, Mechanically mixed, placed in position and properly compacted including cost of all material, labour and T&P. | 552.3 | Cum | 8,500 ₹46,94,550 Lowest | 12,100 ₹66,82,830 | 13,000 ₹71,79,900 | 10,500 ₹57,99,150 | 12,800 ₹70,69,440 |
| 6.00 | Plain Cement Concrete in 1:1.5:3 in Toe Wall, Sleepers and Top/Cut-off Wall with Coarse Sand having F.M. Not less than 2.0, Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, mechanically mixed, placed in position and properly compacted including cost of all material, labour and T&P. | 568.92 | Cum | 11,000 ₹62,58,120 | 12,500 ₹71,11,500 | 13,500 ₹76,80,420 | 10,500 ₹59,73,660 Lowest | 13,050 ₹74,24,406 |
| 7.00 | Supplying and laying Local Sand below CC Lining with proper compaction and rolling including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification . | 1,178.92 | Cum | 1,000 ₹11,78,920 Lowest | 1,450 ₹17,09,434 | 1,500 ₹17,68,380 | 1,050 ₹12,37,866 | 1,440 ₹16,97,644.8 |
| 8.00 | Plain Cement Concrete in 1:1.5:3 in Lining100mm thikness with Coarse Sand having F.M. Not less than 2.0, Crushed Stone Aggregate of nominal size of 20 mm to 40 mm, Mechanically mixed, placed in position with Concrete Paver Machine and properly compacted including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. | 11,683.32 | Sqm | 980 ₹1,14,49,653.6 Lowest | 1,470 ₹1,71,74,480.4 | 1,500 ₹1,75,24,980 | 1,280 ₹1,49,54,649.6 | 1,450 ₹1,69,40,814 |
| 9.00 | Providing & Laying LDPE Sheet on slope below lining including cost of all materials, labour, T&P etc required for proper completion of work as directed by Engineer-in-Charge as per I.D. specification. | 11,789.16 | Sqm | 50 ₹5,89,458 | 40 ₹4,71,566.4 | 40 ₹4,71,566.4 | 30 ₹3,53,674.8 Lowest | 38 ₹4,47,988.08 |
| 10.00 | Porous Concrete in panel with Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, Mechanically mixed and properly compacted including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engg. in charge. | 11.92 | Cum | 7,000 ₹83,412 Lowest | 9,900 ₹1,17,968.4 | 10,000 ₹1,19,160 | 9,300 ₹1,10,818.8 | 9,800 ₹1,16,776.8 |
Tender Value
Refer Docs
EMD Value
₹9.5 L
Closing Date
30 Sept 2025, 2:00 pmClosed
Superintending Engineer
S.E. Rapti Nahar Nirman Mandal-2, Basti (U.P.)
Linning work of drainage crossing and VRB/DRB from km. 114.00 to 125.662 of rapti main canal in district Siddharth nagar
2025_UPIDC_1071582_3
Tender Notic 02/SE/2025-26
Open Tender
Civil Works
Item Wise
365 days
Siddharthnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,335
₹9.5 L
3 Dec 2025
9 Sept 2025
30 Sept 2025
9 Sept 2025
30 Sept 2025
9 Sept 2025
Amount
Earth work in filling with carted earth with a lead of 1.00 Km from the site of work including, loading unloading, filling, leveling, watering compacting and dressing as directed by Engineer-in-charge as per drawing and I.D. specification.
Earth work in excavation of foundation in all type of soil including lead upto 30.00m, lift upto 1.5m , and its proper disposal and back filling as per direction given by Engineer incharge required for proper completion of work including cost of all T&P,
Centering and shuttering for CC work including cost of all materials, labour and T&P with all leads and up lift/down lift for proper completion of work as directed by Engineer-in-Charge as per I.D. specification.
Plain Cement Concrete in 1:3:6 for toe wall and sleepers with Coarse Sand having F.M. Not less than 2.0, Crushed Stone Aggregate of nominal size of 4.75 mm to 20 mm, Mechanically mixed, placed in position and properly compacted including cost of all material, labour and T&P.
Plain Cement Concrete in 1:2:4 in Toe Wall, with Coarse Sand having F.M. Not less than 2.0, Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, Mechanically mixed, placed in position and properly compacted including cost of all material, labour and T&P.
Plain Cement Concrete in 1:1.5:3 in Toe Wall, Sleepers and Top/Cut-off Wall with Coarse Sand having F.M. Not less than 2.0, Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, mechanically mixed, placed in position and properly compacted including cost of all material, labour and T&P.
Supplying and laying Local Sand below CC Lining with proper compaction and rolling including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification .
Plain Cement Concrete in 1:1.5:3 in Lining100mm thikness with Coarse Sand having F.M. Not less than 2.0, Crushed Stone Aggregate of nominal size of 20 mm to 40 mm, Mechanically mixed, placed in position with Concrete Paver Machine and properly compacted including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification.
Providing & Laying LDPE Sheet on slope below lining including cost of all materials, labour, T&P etc required for proper completion of work as directed by Engineer-in-Charge as per I.D. specification.
Porous Concrete in panel with Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, Mechanically mixed and properly compacted including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engg. in charge.
PVC water stop seal 10 mm thick/RM for proper completion of work etc.
Sealing Compound for filling all groves of lining for proper completion of work etc.
Dewatering with all cost of power POL machine pump,well point system & operator with assembling & dismantling of equipment etc/kwh
NIKHIL CONSTRUCTION (BID ID -5574514)
AJAY ASSOCIATES (BID ID -5572450)
SIDH VINAYAK CONSTRUCTION & SUPPLIERS (BID ID -5573004)
SHREEASHOK (BID ID -5574194)
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