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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC MAVILAVALAPPIL HOUSE ONAPPARAMBA | KERALA | 1 | Accepted-AOC L1 | |
| 2 | 2₹2.9 L+₹15,852.91 (5.68%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K M KUNHIKRISHNAN L1 | MUHAMMED FAISEL L2 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 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. | 34.14 | cum | 65.97 ₹2,252.22 Lowest | 70 ₹2,389.8 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 51.21 | cum | 64.04 ₹3,279.49 Lowest | 70 ₹3,584.7 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material | 16.23 | cum | 3,170.13 ₹51,451.21 Lowest | 3,500 ₹56,805 |
| 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) | 24.35 | cum | 8,915 ₹2,17,044.59 Lowest | 9,300 ₹2,26,417.8 |
| 1.00 | OD292339/2025-2026:lettering with black japan paint of approved brand and manufacture | 100 | each | 6 ₹600 Lowest | 8 ₹800 |
| 1.01 | OD292338/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete | 1 | each | 4,516.88 ₹4,516.88 Lowest | 5,000 ₹5,000 |
Tender Value
₹2.8 L
EMD Value
₹6,980
Closing Date
18 Feb 2026, 6:00 pmClosed
Assistant Engineer
LSGD Section, Puzhathi Zonal
Concreting of footpath from Aswani house to Rajasree house
2026_LSGD_836130_1
AE/LSGD/Puz/Etender/25-26(6)
Open Tender
Civil Works - Roads
Item Rate
180 days
Puzhathi Zonal
Please refer Tender documents.
11 documents required · 11 mandatory
₹620
Yes
₹6,980
Yes
23 Apr 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
18 Feb 2026
13 Feb 2026
Detailed Estimate
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.
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material
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)
OD292339/2025-2026:lettering with black japan paint of approved brand and manufacture
OD292338/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete
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