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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.7 LAccepted-Finance 143 SHASTRI NAGAR LAKHIMPUR KHERI | ₹84.7 L | L1 | Accepted-Finance Due to L1 Rate |
| 2 | L2₹87.7 LRejected-Finance 142 SHASHTRI NAGAR DISTRICT LAKHIMPUR KHERI UP | KHERI | UTTAR PRADESH | 261501 | ₹87.7 L | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹1.0 CrRejected-Finance 567 | KHERI | UTTAR PRADESH | 261501 | ₹1.0 Cr | L3 | Rejected-Finance Due to L3 Rate |
Tender Value
Refer Docs
EMD Value
₹7.5 L
Closing Date
28 Mar 2026, 12:00 pmClosed
Superintending Engineer
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
Construction of 3x5.00 mtr Span Box Culvert approach road and Protection work in place of damage culvert of Koriyana link road II km-1
2026_CEUCZ_1128983_3
1435/352C/E.TENDER/STP-LMP/26 Dt. 17.03.2026
Open Tender
Civil Works - Bridges
365 days
Lakhimpur Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹7.5 L
Yes
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
2 Jun 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
25 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 |
|---|---|---|---|---|---|
Distmantling brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer in charge with in a distance of 60 meters ( 200 feet). | - | 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 material. | - | Cum | - | - | |
Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. | - | No | - | - | |
Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete. | - | Hours | - | - | |
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | - | cum | - | - | |
Plain cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | Cum | - | - | |
Sand filling in plingth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials. Labour and T&P etc required for proper completion of the work. | - | Cum | - | - | |
Providing and laying reinforced cement concrete M-20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | - | Cum | - | - | |
Providing and laying reinforced cement concrete M-25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | - | Cum | - | - | |
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | - | Qtl | - | - |
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BOQ_2105938.xls
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