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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC GREEN LAND RESIDENCY MANGALPADY BANDIYOD 671324 | MANGALPADY | KASARAGOD | KERALA | 671324 | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 LRejected-AOC PATHWALY UPPN THIMMU | THIMMU | KERALA | ₹3.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABDUL LATHEEF P M L2 | HASSAN BASHEER L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 30.45 | cum | 15 ₹456.75 | 15 ₹456.75 |
| 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. | 20.3 | cum | 2,338 ₹47,461.40 | 2,338 ₹47,461.40 |
| 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) | 30.45 | cum | 8,997 ₹2.7 L | 8,997 ₹2.7 L |
| 1.00 | OD284250/2025-2026:Providing and fixing Name Board fixed over MS sheeting, 2mm thick supported on GI pipe
50mm dia firmly fixed to the ground by means of properly designed foundation with M-15
grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing
and technical specification clause 1701.600mmX 450mm rectangular | 1 | each set | 3,700 ₹3,700 | 3,300 ₹3,300 |
| 2.00DRAINAGE | |||||
| 2.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 1.8 | cum | 51.4 ₹92.52 | 51.4 ₹92.52 |
| 2.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.28 | cum | 8,468 ₹2,328.70 | 8,468 ₹2,328.70 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1.27 | cum | 8,275 ₹10,550.63 | 8,275 ₹10,550.63 |
Tender Value
₹3.4 L
EMD Value
₹8,465
Closing Date
3 Mar 2026, 4:15 pmClosed
AE LSGD MANGALPADY
AE LSGD MANGALPADY GP
ROAD
2026_LSGD_839794_2
AE/LSGD/MGP/ETD/08/2025-2026
Open Tender
Civil Works - Roads
180 days
MANGALPADY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,465
Yes
21 Apr 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
ROAD CONCRETE
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. (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)
OD284250/2025-2026:Providing and fixing Name Board fixed over MS sheeting, 2mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 1701.600mmX 450mm rectangular
DRAINAGE
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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 <br> I. P.C.C grade M 10 <br> (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)
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