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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.0 CrAdmitted-Finance | ₹71.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹73.6 Cr+₹2.6 Cr (3.62%)Admitted-Finance 1 13 16 G KHAPARADEEH KOTHI CAMPUS CIVIL LINES AYODHYA UTTAR PRADESH 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | ₹73.6 Cr+₹2.6 Cr (3.62%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 35 WARD NO 02 ISLAMNAGAR DISTT BUDAUN | BUDAUN | UTTAR PRADESH | 110025 | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical SURYA FACTORY SORAN ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | THE SHELTER L1 | M/s R And C Infraengineers Private Limited L2 |
|---|---|---|---|---|---|
| 1.00 | SPUR
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. | 1,406.25 | Cum | 110 ₹1,54,687.5 Lowest | 146 ₹2,05,312.5 |
| 2.00 | PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 | 2,718.75 | Cum | 6,900 ₹1,87,59,375 | 5,075 ₹1,37,97,656.25 Lowest |
| 3.00 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. | 5,770.31 | Cum | 7,898 ₹4,55,73,908.38 | 7,050 ₹4,06,80,685.5 Lowest |
| 4.00 | DAMAGED ROAD
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Upto 5.00 Km) As per MORTH Specification. Clause 305 (3.16) | 59,473.66 | Cum | 160 ₹95,15,785.6 Lowest | 195 ₹1,15,97,363.7 |
| 5.00 | Compaction of Excavated earthwork from widening of roadway cutting. Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects. | 61,058.66 | Cum | 60 ₹36,63,519.6 Lowest | 75 ₹45,79,399.5 |
| 6.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. | 8,136 | Cum | 129 ₹10,49,544 Lowest | 135 ₹10,98,360 |
| 7.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of MORTH Specifications Section 300, table No. 300-2 of MORTH specifications section 300 complete in all respects. (Carted Upto 5.00 Km) | 1,585 | Cum | 170 ₹2,69,450 Lowest | 206 ₹3,26,510 |
| 8.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 606.94 | Cum | 3,744 ₹22,72,383.36 Lowest | 3,931 ₹23,85,881.14 |
| 9.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (Grading-II) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 232.88 | Cum | 4,300 ₹10,01,384 Lowest | 4,773 ₹11,11,536.24 |
| 10.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (Grading-III) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 393.19 | Cum | 4,349 ₹17,09,983.31 Lowest | 4,566 ₹17,95,305.54 |
Tender Value
₹71.5 Cr
EMD Value
₹71.5 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Superintending Engineer
SE BDN/PBT Circle PWD Bareilly
DUE TO FLOOD IN DEVHA RIVER, DAMAGED ROAD IN KM 5 AND 6 OF MADHOPUR CHOWK FARIDPUR AMKHIDIYA DANG RICHHA JAHANABAD ROAD (O.D.R.) FROM PILIBHIT MAJHOLA ROAD, DAMAGED CULVERT IN KM 7, PROTECTIVE WORK, CONSTRUCTION OF SPUR AND GUIDE BUND UNDER THE FINAN
2026_CEBLY_1126068_1
1463/76C(A)(ET)-08/2025-26 Date 06.03.26
Open Tender
Civil Works - Bridges
Item Rate
450 days
Pilibhit
DUE TO FLOOD IN DEVHA RIVER, DAMAGED ROAD IN KM 5 AND 6 OF MADHOPUR CHOWK FARIDPUR AMKHIDIYA DANG RICHHA JAHANABAD ROAD (O.D.R.) FROM PILIBHIT MAJHOLA ROAD, DAMAGED CULVERT IN KM 7, PROTECTIVE WORK, CONSTRUCTION OF SPUR AND GUIDE BUND UNDER THE FINAN
5 documents required · 5 mandatory
₹2,714
₹71.5 L
Yes
Bareilly
18 Sept 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SPUR
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. | 1,406.25 | Cum | - | - |
| - | PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 | 2,718.75 | Cum | - | - |
| - | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. | 5,770.31 | Cum | - | - |
| - | DAMAGED ROAD
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Upto 5.00 Km) As per MORTH Specification. Clause 305 (3.16) | 59,473.66 | Cum | - | - |
| - | Compaction of Excavated earthwork from widening of roadway cutting. Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects. | 61,058.66 | Cum | - | - |
| - | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. | 8,136 | Cum | - | - |
| - | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of MORTH Specifications Section 300, table No. 300-2 of MORTH specifications section 300 complete in all respects. (Carted Upto 5.00 Km) | 1,585 | Cum | - | - |
| - | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 606.94 | Cum | - | - |
| - | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (Grading-II) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 232.88 | Cum | - | - |
| - | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (Grading-III) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 393.19 | Cum | - | - |
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