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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | ₹8.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | AHAMMED KUTTY L2 | U.SHOUKATHALI L1 | RAJEEV C L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 43.5 | cum | 65 ₹2,827.50 | 13.4 ₹582.90 | 15 ₹652.50 |
| 1.00 | OD249878/2025-2026: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,spreading in layers,leveling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade.&It:br >(ii)Using Gravel mix soil. (Modified OD 4.11.2) | 65.25 | cum | 2,200 ₹1.4 L | 1,930.3 ₹1.3 L | 2,250 ₹1.5 L |
| 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) | 65.25 | cum | 8,300 ₹5.4 L | 7,945.2 ₹5.2 L | 8,640 ₹5.6 L |
| 1.00 | OD250293/2025-2026:Providing and fixing NAME BOARD with polished Granite slab of size 60cm X 50cm on prepared wall with malayalm letters including cost, conveyance and labour charges etc complete. | 1 | each | 5,000 ₹5,000 | 2,950.2 ₹2,950.20 | 3,200 ₹3,200 |
| 2.00SIDE PROTECTION WALL | ||||||
| 2.00 | 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. | 39.76 | cum | 160 ₹6,361.60 | 59.5 ₹2,365.72 | 64 ₹2,544.64 |
| 2.00 | OD249896/2025-2026: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 (OD based 60.7.1) | 43.19 | cum | 3,350 ₹1.4 L | 3,456.2 ₹1.5 L | 3,600 ₹1.6 L |
| 2.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.05 | cum | 8,400 ₹42,420 | 7,937.3 ₹40,083.37 | 8,300 ₹41,915 |
Tender Value
₹9.3 L
EMD Value
₹23,208
Closing Date
10 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2026_LSGD_827953_2
EE/LSGD/KKD/278/2025-26
Open Tender
Civil Works - Roads
180 days
Karassery
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,050
Yes
₹23,208
Yes
30 Apr 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
ROAD CONCRETE
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
OD249878/2025-2026: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,spreading in layers,leveling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade.&It:br >(ii)Using Gravel mix soil. (Modified OD 4.11.2)
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)
OD250293/2025-2026:Providing and fixing NAME BOARD with polished Granite slab of size 60cm X 50cm on prepared wall with malayalm letters including cost, conveyance and labour charges etc complete.
SIDE PROTECTION WALL
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.
OD249896/2025-2026: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 (OD based 60.7.1)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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