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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L5₹3.8 L+₹31,054.21 (8.90%)Accepted-AOC | L5 | Accepted-AOC Labour | |
| 2 | L1₹3.5 LRejected-AOC | L1 | Rejected-AOC labour | |
| 3 | L2₹3.5 L+₹2,965.05 (0.85%)Rejected-AOC | L2 | Rejected-AOC labour | |
| 4 | L3₹3.5 L+₹5,296.13 (1.52%)Rejected-AOC | L3 | Rejected-AOC Labour | |
| 5 | L4₹3.7 L+₹17,973.26 (5.15%)Rejected-AOC | L4 | Rejected-AOC Labour co |
| Sl No | Description | Qty | Unit | BABU ANTONY L4 | PAULSON.K.T L1 | Labour co-operative society for local development and social welfare ltd R1264 Mattathur L5 | ROBIN JOSE L2 | Davis M. T L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||
| 1.00 | OD450544/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth. Consolidating each deposited layer by ramming and watering. Lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 6 | cum | 689.92 ₹4,139.52 | 556.92 ₹3,341.52 | 606.42 ₹3,638.52 | 561.59 ₹3,369.54 | 300 ₹1,800 Lowest |
| 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. | 18.48 | cum | 66.84 ₹1,235.2 | 53.93 ₹996.63 | 58.75 ₹1,085.7 | 54.4 ₹1,005.31 | 16 ₹295.68 Lowest |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 18.48 | cum | 16.07 ₹296.97 | 12.96 ₹239.5 Lowest | 14.12 ₹260.94 | 13.08 ₹241.72 | 56 ₹1,034.88 |
| 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. <br>(ii) Using Gravel mix soil. | 25.34 | cum | 1,800 ₹45,612 | 2,004.64 ₹50,797.58 | 2,183.5 ₹55,329.89 | 2,022.03 ₹51,238.24 | 1,700 ₹43,078 Lowest |
| 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) | 38.01 | cum | 8,300 ₹3,15,483 | 7,719.5 ₹2,93,418.2 Lowest | 8,406.54 ₹3,19,532.59 | 7,784.89 ₹2,95,903.67 | 8,100 ₹3,07,881 |
Tender Value
₹4.3 L
EMD Value
₹10,803
Closing Date
5 Mar 2026, 5:00 pmClosed
Assistant Engineer LID EW Section Meloor GP
O/oAssistant Engineer LID EW Section Meloor GP
E Tender PRO.NO.328/PALAPPILLY MILMA LINK ROAD WARD 9- CONSTRUCTION -MELOOR GP
2026_LSGD_839770_1
ET7/AE/LSGD/MLR/25-26
Open Tender
Civil Works - Roads
Item Rate
270 days
MELOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹955
Yes
₹10,803
Yes
1 Jun 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
ROAD CONCRETING
OD450544/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth. Consolidating each deposited layer by ramming and watering. Lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
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.
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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)
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