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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC FLAT NO 83 AKASH PURAM VISTAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹5.2 Cr Quoted ₹5.3 Cr | L1 | Accepted-AOC Accepted Being Lowest |
| 2 | L2₹5.3 CrRejected-Finance AHROLA NAWAGI JUNAWAI GUNNAUR DISTT SAMBHAL | GUNNAUR | SAMBHAL | ₹5.3 Cr | L2 | Rejected-Finance Being Higher |
| Sl No | Description | Qty | Unit | AM BUILDERS AND INFRASTRUCTURES PRIVATE LIMITED L1 | PRADEEP KUMAR CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Earth 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. | 264 | cum | 123 ₹32,472 | 124 ₹32,736 |
| 2.00 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. | 2.86 | Mt | 1,22,400 ₹3.5 L | 1,22,750 ₹3.5 L |
| 3.00 | Reinforced Cement Concrete, Grade M-25 in Well Foundation complete as per Drawing and Technical Specification placing.(Well Curb) | 36.29 | cum | 9,852 ₹3.6 L | 9,860 ₹3.6 L |
| 4.00 | Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing and Technical Specification. | 467 | cum | 8,668 ₹40.5 L | 8,675 ₹40.5 L |
| 5.00 | 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 | 12 | Rm | 4,643 ₹55,716 | 4,655 ₹55,860 |
| 6.00 | 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 | 28 | Rm | 5,729 ₹1.6 L | 5,775 ₹1.6 L |
| 7.00 | 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 | 20 | Rm | 6,647 ₹1.3 L | 6,652 ₹1.3 L |
| 8.00 | PCC Grade M 25 in BOTTOM PLUG
Case-II. using batching plant and manual placing | 129.5 | Cum | 8,033 ₹10.4 L | 8,133 ₹10.5 L |
| 9.00 | PCC M 25 IN INTERMEDIATE PLUG Case-II. Using batching plant and manual placing | 13.6 | cum | 8,033 ₹1.1 L | 8,133 ₹1.1 L |
| 10.00 | Sand filling in foundation tranches as per drawing and technical specification | 639 | cum | 818 ₹5.2 L | 875 ₹5.6 L |
Tender Value
₹5.1 Cr
EMD Value
₹10.3 L
Closing Date
19 May 2026, 12:00 pmClosed
SE Bareilly Circle PWD Bareilly
SE Bareilly Circle PWD Bareilly
Construction work of minor Bridge, approach road, protection and additional approach road over the Damkhoda River in Village Khirna of Damkhoda Development Block in Distt. Bareilly F.Y. 2025-26
2026_CEBLY_1148252_1
4438/413C(E-Tender)/2025-26 Dated 07.05.2026
Open Tender
Civil Works - Bridges
365 days
Bareilly
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹10.3 L
SE Bareilly Circle PWD Bareilly
1 Jun 2026
14 May 2026
19 May 2026
14 May 2026
19 May 2026
14 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth 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. | 264 | cum | 48 | ₹12,672 | BI01010001010000000000000515BI0100001111 |
| 2 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. | 2.86 | Mt | 4,235 | ₹12,112.1 | BI01010001010000000000000515BI0100001114 |
| 3 | Reinforced Cement Concrete, Grade M-25 in Well Foundation complete as per Drawing and Technical Specification placing.(Well Curb) | 36.29 | cum | 4,235 | ₹1,53,688.15 | BI01010001010000000000000515BI0100001114 |
| 4 | Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing and Technical Specification. | 467 | cum | 4,235 | ₹19,77,745 | BI01010001010000000000000515BI0100001114 |
| 5 | 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 | 12 | Rm | 4,235 | ₹50,820 | BI01010001010000000000000515BI0100001114 |
| 6 | 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 | 28 | Rm | 4,235 | ₹1,18,580 | BI01010001010000000000000515BI0100001114 |
| 7 | 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 | 20 | Rm | 4,235 | ₹84,700 | BI01010001010000000000000515BI0100001114 |
| 8 | PCC Grade M 25 in BOTTOM PLUG
Case-II. using batching plant and manual placing | 129.5 | Cum | 4,235 | ₹5,48,432.5 | BI01010001010000000000000515BI0100001114 |
| 9 | PCC M 25 IN INTERMEDIATE PLUG Case-II. Using batching plant and manual placing | 13.6 | cum | 4,235 | ₹57,596 | BI01010001010000000000000515BI0100001114 |
| 10 | Sand filling in foundation tranches as per drawing and technical specification | 639 | cum | 4,235 | ₹27,06,165 | BI01010001010000000000000515BI0100001114 |
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