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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹75.7 LAdmitted-Finance | -1.11% | ₹75.7 L | L1 | Admitted-Finance |
Tender Value
₹77 L
EMD Value
₹5.9 L
Closing Date
22 May 2026, 12:00 pmClosed
Superintending Engineer
Superintending Engineer Bdn/pbt Circle, Pwd Bareil
In the financial year 2025-26 the work of repairing RCC culvert approach road and protective work on the Sadiya river of Saijania on the Bankati road Saijana road of Pilibhit district
2026_CEBLY_1142816_5
2834/533C(ET)-08/2025-26 Date 30.03.2026
Open Tender
Civil Works - Bridges
150 days
Pilibhit
In the financial year 2025-26 the work of repairing RCC culvert approach road and protective work on the Sadiya river of Saijania on the Bankati road Saijana road of Pilibhit district
3 documents required · 3 mandatory
₹2,714
₹5.9 L
Yes
3 Jun 2026
16 May 2026
22 May 2026
16 May 2026
22 May 2026
16 May 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 |
|---|---|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Including Royalty). si no 251 | 379.53 | Cum | 146.6 | ₹55,639.1 |
PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 | 29.32 | Cum | 7,362.1 | ₹2,15,856.77 | |
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 RCC M-25 | 284.33 | Cum | 8,505 | ₹24,18,226.65 | |
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 279 | Qtl | 7,583 | ₹21,15,657 | |
Backfilling behind abutement wing wall and return wall coplete as per drawings & technical specification clause 1204.3.8 | 95.85 | Cum | 3,586 | ₹3,43,718.1 | |
Supply Laying fixing 100 mm dia PVC pipe | 81.6 | Rm | 135 | ₹11,016 | |
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10sqm.). | 586.56 | Sqm | 94 | ₹55,136.64 | |
Providing for laying Boulder apran for bed protection with stone boulders of minimum size and weight as per table 1300.1 no fragment weighting not les than 25 kg. laid dry Complete as per drawing and technical Specification clause 1301 | 128.88 | Cum | 3,729.9 | ₹4,80,709.51 | |
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 3.00 Km) As per MORTH Specification. Clause 305 (3.16) | 675 | Cum | 201.5 | ₹1,36,012.5 | |
Supply and Laying 1000 mm dia R.C.C. Hume pipe NP-3 Class for Water divert | 20 | Rm | 5,865 | ₹1,17,300 |
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