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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.3 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹4.7 L+₹33,927.18 (7.82%)Rejected-Finance | 2 | Rejected-Finance r | |
| 3 | 3₹5.3 L+₹99,463.24 (22.9%)Rejected-Finance | 3 | Rejected-Finance r |
| Sl No | Description | Qty | Unit | M C PADMANABHAN L2 | PONNATTIL DEVELOPERS PVT LTD L1 | SAJI C L3 |
|---|---|---|---|---|---|---|
| 1.00Reconstruction of culvert | ||||||
| 1.00 | 2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. <br> (A) Upto 600 mm dia Hume pipe | 4 | metre | 525.38 ₹2,101.52 | 302.5 ₹1,210 Lowest | 598.97 ₹2,395.88 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 41.49 | cum | 60.76 ₹2,521.05 Lowest | 65.97 ₹2,737.23 | 69.27 ₹2,874.15 |
| 1.00 | OD338565/2025-2026: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 | 2.64 | cum | 7,440.07 ₹19,612.02 Lowest | 7,500 ₹19,770 | 8,482.16 ₹22,358.97 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 18.36 | cum | 7,561.78 ₹1,38,849.4 | 7,500 ₹1,37,715 Lowest | 8,620.92 ₹1,58,297.33 |
| 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<br> IV. R.C.C grade M 20 | 2.19 | cum | 8,498.9 ₹18,612.59 Lowest | 8,900 ₹19,491 | 9,689.3 ₹21,219.57 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.19 | tonne | 86,335.91 ₹16,403.82 Lowest | 93,741.49 ₹17,810.88 | 98,428.56 ₹18,701.43 |
| 1.01 | OD380065/2025-2026:0.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 28.02 | cum | 3,576.12 ₹1,00,217.19 | 2,850 ₹79,868.4 Lowest | 4,077.01 ₹1,14,254.13 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 25.93 | cum | 568.98 ₹14,753.08 | 296.8 ₹7,695.73 Lowest | 648.67 ₹16,819.36 |
| 1.01 | 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. <br>(ii) Using Gravel mix soil. | 7.61 | cum | 2,136.54 ₹16,248.39 Lowest | 2,319.8 ₹17,642.08 | 2,435.79 ₹18,524.18 |
Tender Value
₹5.1 L
EMD Value
₹12,701
Closing Date
15 Jan 2026, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Engineer LID and EW Eruvessy
Eruvessy GP_220_26_ Reconstruction of culvert at Pattathinkadu Mundakkal Road
2026_LSGD_825574_8
TN02/AE/LSGD/ERY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Eruvessy
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
₹12,701
7 Apr 2026
7 Jan 2026
19 Jan 2026
7 Jan 2026
15 Jan 2026
7 Jan 2026
Reconstruction of culvert
2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. <br> (A) Upto 600 mm dia Hume pipe
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
OD338565/2025-2026: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
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD380065/2025-2026:0.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
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. <br>(ii) Using Gravel mix soil.
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)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
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