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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance NAVEEN HOUSE VETTUVAYIL THONKALA ROAD VELLIYANNOOR KERALA INDIA | KANNUR | KERALA | 670612 | ₹3.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 L+₹12,707.15 (3.80%)Admitted-Fee/PreQual/Technical/Finance PALAJI CHADAYAMANGALAM | PALAKKAD | KERALA | 678001 | ₹3.5 L+₹12,707.15 (3.80%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.7 L+₹33,892.96 (10.1%)Admitted-Fee/PreQual/Technical/Finance | ₹3.7 L+₹33,892.96 (10.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K ANIL KUMAR L2 | KUNJAYAPPAN K L1 | GOPINADHAN NAIR L3 |
|---|---|---|---|---|---|---|
| 1.00Road reconcrete | ||||||
| 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. | 12.6 | cum | 54.81 ₹690.61 | 52.8 ₹665.28 Lowest | 58.17 ₹732.94 |
| 1.00 | 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 | 10.08 | cum | 45.71 ₹460.76 | 44.03 ₹443.82 Lowest | 48.49 ₹488.78 |
| 1.00 | 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 | 36.66 | cum | 540.19 ₹19,802.83 | 520.43 ₹19,078.44 Lowest | 573.13 ₹21,010.37 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 17.1 | cum | 2,036.88 ₹34,830.65 | 1,962.42 ₹33,557.38 Lowest | 2,161.15 ₹36,955.67 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 36.23 | cum | 7,842.28 ₹2,84,086.59 | 7,555.36 ₹2,73,692.92 Lowest | 8,320.46 ₹3,01,408.66 |
| 2.00Sidewall Construction | ||||||
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork 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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 0.48 | cum | 771.62 ₹370.38 | 744.05 ₹357.14 Lowest | 819.39 ₹393.31 |
| 2.00 | OD84235/2026-2027: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 for patch work for reconcrete(od 11.4.1.1) | 0.12 | cum | 7,097.1 ₹851.65 | 6,837.66 ₹820.52 Lowest | 7,530.33 ₹903.64 |
| 2.00 | 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) | 0.6 | cum | 7,210.97 ₹4,326.58 | 6,949.52 ₹4,169.71 Lowest | 7,653.27 ₹4,591.96 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
22 Sept 2026, 6:00 pmClosed
ANNAMMA BENNY MANGATTUSERIL
Office of the Assistant Engineer, LIDEW , CDLM
Annual Plan-CDLM G.P 226/26-27 KALLIKKAD UNNATHY ROAD IN WARD 14
2026_LSGD_869027_5
02/TNDR/AE/LIDEW/CDLM/26-27
Open Tender
Civil Works - Roads
Item Rate
Office of the Assistant Engineer, LIDEW, CDLM
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
24 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
14 Sept 2026 - 22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road reconcrete | |||||
| 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. | 12.6 | cum | - | - |
| 1.002 | 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 | 10.08 | cum | - | - |
| 1.003 | 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 | 36.66 | cum | - | - |
| 1.004 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 17.1 | cum | - | - |
| 1.005 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 36.23 | cum | - | - |
| 2Sidewall Construction | |||||
| 2.001 | 11.1.1.1:Excavation for Structures Earthwork 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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 0.48 | cum | - | - |
| 2.002 | OD84235/2026-2027: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 for patch work for reconcrete(od 11.4.1.1) | 0.12 | cum | - | - |
| 2.003 | 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) | 0.6 | cum | - | - |
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