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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance KUPPOL PERINGOME PO 670353 | PERINGOME | KANNUR | KERALA | 670353 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.2 L+₹33,963.49 (8.73%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.3 L+₹42,425.87 (10.9%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHANAN P L1 | U P KAMALAKSHAN L3 | DHANESH K V L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of culvert and approach road | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 11.69 | cum | 60 ₹701.4 Lowest | 67.29 ₹786.62 | 65.97 ₹771.19 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.48 | cum | 7,729 ₹19,167.92 Lowest | 8,569.36 ₹21,252.01 | 8,401.36 ₹20,835.37 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 23.27 | cum | 7,553 ₹1,75,758.31 Lowest | 8,374.61 ₹1,94,877.17 | 8,210.4 ₹1,91,056.01 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.9 | cum | 8,488 ₹33,103.2 Lowest | 9,412.46 ₹36,708.59 | 9,227.9 ₹35,988.81 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.44 | cum | 7,888 ₹19,286.16 Lowest | 8,745.86 ₹21,383.63 | 8,574.28 ₹20,964.11 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.39 | tonne | 86,241 ₹33,892.71 Lowest | 95,616.32 ₹37,577.21 | 93,741.49 ₹36,840.41 |
| 1.01 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 13.74 | cum | 5,879 ₹80,777.46 Lowest | 6,519.05 ₹89,571.75 | 6,391.25 ₹87,815.78 |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 11.69 | cum | 48 ₹561.12 Lowest | 54.11 ₹632.55 | 53.05 ₹620.15 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 45.69 | cum | 567 ₹25,903.96 Lowest | 630.14 ₹28,788.58 | 617.78 ₹28,223.9 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
3 Nov 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer Eramam Kuttur Grama Panchayath
Prjno 115/26-27 Construction of Culvert to Perumbadavu Edakkunnu Mavullapoyil Road
2026_LSGD_873963_21
95/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
mathamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,578
Yes
5 Nov 2026
26 Oct 2026
5 Nov 2026
26 Oct 2026
3 Nov 2026
26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of culvert and approach road | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 11.69 | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.48 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 23.27 | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.9 | cum | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.45 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.39 | tonne | - | - |
| 1.007 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 13.74 | cum | - | - |
| 1.008 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 11.69 | cum | - | - |
| 1.009 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 45.69 | cum | - | - |
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