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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-Finance AHROLA NAWAGI JUNAWAI GUNNAUR DISTT SAMBHAL | GUNNAUR | SAMBHAL | ₹3.3 Cr | L1 | Accepted-Finance Due to L1 Rate |
| 2 | L2₹3.4 CrRejected-Finance FLAT NO 83 AKASH PURAM VISTAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹3.4 Cr | L2 | Rejected-Finance Due to L2 Rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Admitted |
| 4 | Rejected-Technical 567 | KHERI | UTTAR PRADESH | 261501 | - | - | Rejected-Technical Not Admitted |
Tender Value
Refer Docs
EMD Value
₹19 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Superintending Engineer
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
Construction of 3x16.50 mtr span R.C.C. minor Bridge (Well Foundation), Approach road and Protection work in place of damage R.C.C. slab culvert of S.D.N.P.D.P. road (S.H.-101) Km-56 to Kola Farm link road Km-1.
2026_CEUCZ_1128644_2
1356/352C/E.TENDER/STP-LMP/26 Dt. 12.03.2026
Open Tender
Civil Works - Bridges
365 days
Lakhimpur Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹19 L
Yes
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
25 May 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Providing & construction one span service road to reach Island location one pier to another piers. Depth of water 1.00 m | |||||
| 2Providing & constructing temporary Island 13.00 mm dia for construction of well foundation for 5.50 m dia well. | |||||
| 3Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. | |||||
| 4Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification. | |||||
| 5Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification. | |||||
| 6Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C. | |||||
| 7Sinking of 5.00 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) 0.00 to 3.00 Mtr | |||||
| 8Sinking of 5.00 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) 3.00 to 10.00 Mtr | |||||
| 9Sinking of 5.00 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) 10.00 to 20.00 Mtr | |||||
| 10Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification. | |||||
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