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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.2 LAccepted-AOC | ₹29.2 L | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 2918285.03 by the Employer. |
| 2 | L2₹31.0 LRejected-Finance SINGAHI ROAD NIGHASAN LAKHIMPUR KHERI UP | KHERI | UTTAR PRADESH | 261501 | ₹31.0 L | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹31.2 LRejected-Finance | ₹31.2 L | L3 | Rejected-Finance Due to L3 Rate |
| 4 | L4₹32.0 LRejected-Finance | ₹32.0 L | L4 | Rejected-Finance Due to L4 Rate |
| 5 | L5₹32.3 LRejected-Finance | ₹32.3 L | L5 | Rejected-Finance Due to L5 Rate |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Superintending Engineer
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
Widening work of Muski Farm link road (Kabir Dham) on both side by Interlocking Tiles in District-Lakhimpur-Kheri.
2026_CEUCZ_1128639_1
1394/352C/E.TENDER/STP-LMP/26 Dt. 16.03.2026
Open Tender
Civil Works - Roads
90 days
Lakhimpur Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.3 L
Yes
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
2 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 |
|---|---|---|---|---|---|
| 1Construction 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 | |||||
| 2Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 3Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. | |||||
| 4Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 | |||||
| 5Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | |||||
| 6Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | |||||
| 7Providing and Laying of interlocking concrete block pavements having 40Mpa comparasive strength and thickness 80 mm as per drawing and technical sxpecifications clause 1504 of MORD Specifications. | |||||
| 8Construction of shoulder 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 | |||||
| 95 Years Maintenance Charges @2.50% | |||||
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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T2.pdf
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BOQ_2105024.xls
BOQ • 0.29 MB
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