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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC PUTHUPPALLIL HOUSE MUTHOLY P O | MUTHOLY | KERALA | ₹10.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical KERALA KL | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHAJI GEORGE L1 | GOPALAKRISHNAN KM L2 |
|---|---|---|---|---|---|
| 1.00road work | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 59.16 | cum | 185 ₹10,944.60 | 400 ₹23,664 |
| 1.00 | OD414980/2025-2026:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blastd rubble including packing to compactness to lines and levels, cost and conveyance of all materials and labour charges etc. complete. | 190.43 | cum | 3,500 ₹6.7 L | 3,770 ₹7.2 L |
| 1.00 | 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) | 4.5 | cum | 7,800 ₹35,100 | 8,674 ₹39,033 |
| 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. | 48.24 | cum | 65 ₹3,135.60 | 64.22 ₹3,097.97 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 24.12 | cum | 2,800 ₹67,536 | 3,040.08 ₹73,326.73 |
| 1.01 | 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) | 36.18 | cum | 7,700 ₹2.8 L | 8,678.59 ₹3.1 L |
Tender Value
₹11.9 L
EMD Value
₹29,659
Closing Date
16 Feb 2026, 5:00 pmClosed
Asst.Executive Engineer
LID and EW Division Kozhikkode
Road
2026_LSGD_834801_1
TA/LSGD/KKD/315/2025-26
Open Tender
Civil Works - Roads
180 days
Puthuppadi
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹29,659
Yes
9 Jun 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
road work
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD414980/2025-2026:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blastd rubble including packing to compactness to lines and levels, cost and conveyance of all materials and labour charges etc. complete.
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)
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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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