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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC FLAT NO 83 AKASH PURAM VISTAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹3.4 Cr | L1 | Accepted-AOC Accepted at 1.04 percent Below |
| 2 | L2₹3.4 CrRejected-Finance AHROLA NAWAGI JUNAWAI GUNNAUR DISTT SAMBHAL | GUNNAUR | SAMBHAL | ₹3.4 Cr | L2 | Rejected-Finance Being Higher |
| 3 | Rejected-Technical 29 NEAR AKASHPURAM COLONY JAGATPUR LALA BEGAM SIDDIQUE ENCLAVE BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹3.9 Cr
EMD Value
₹21.6 L
Closing Date
2 Apr 2026, 12:00 pmClosed
S E Bareilly Circle PWD Bareilly
S E Bareilly Circle PWD Bareilly
Construction work of 3x12 meter span minor bridge, approach roads, protective works, and additional approach roads on the Nakatiya River at Km 2 of the Richhaula Chaudhary to Bara-Baror road in Antga village, Nawabganj block in Distt. Bareilly 25-26
2026_CEBLY_1131054_1
39/413C(E-Tender)-3/2025-26 Dated 02.01.2026
Open Tender
Civil Works - Bridges
210 days
Bareilly
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹21.6 L
Yes
S E Bareilly Circle PWD Bareilly
12 May 2026
28 Mar 2026
2 Apr 2026
28 Mar 2026
2 Apr 2026
28 Mar 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation of structure as per drawing and technical specification including setingout, construction of shoring and bracing renewal of stumps dressing of side and bottom back filling the extra earth to required. | |||||
Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. | - | Mt | - | - | |
Reinforced Cement Concrete, Grade M-25 in Well Foundation complete as per Drawing and Technical Specification placing.(Well Curb) | - | Cum | - | - | |
Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing and Technical Specification. | - | Cum | - | - | |
Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.i) depth below bed level up to 3.0M | - | Rm | - | - | |
Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. ii) depth below 3.00 to 10 M | - | Rm | - | - | |
Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. iii) Beyond 10.00 | - | Rm | - | - | |
PCC Grade M 25 in BOTTOM PLUG
Case-II. using batching plant and manual placing | - | Cum | - | - | |
PCC M 25 IN INTERMEDIATE PLUG Case-II. Using batching plant and manual placing | - | Cum | - | - | |
Sand filling in foundation tranches as per drawing and technical specification | - | Cum | - | - | |
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