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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹84,722.71Accepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹97,431.35+₹12,708.64 (15.0%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJITH K P L2 | E SHAMAL L1 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | 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. | 6.29 | cum | 75.87 ₹477.15 | 65.97 ₹414.89 Lowest |
| 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. | 18.87 | cum | 73.65 ₹1,389.55 | 64.04 ₹1,208.24 Lowest |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 6.29 | cum | 4,030.29 ₹25,346.49 | 3,504.6 ₹22,040.43 Lowest |
| 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) | 6.29 | cum | 10,254.85 ₹64,492.75 | 8,917.2 ₹56,080.27 Lowest |
| 1.00 | OD320012/2025-2026: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 | 5,194.41 ₹5,194.41 | 4,516.88 ₹4,516.88 Lowest |
| 1.01 | OD320013/2025-2026:lettering with black japan paint of approved brand and manufacture | 75 | each | 7.08 ₹531 | 6.16 ₹462 Lowest |
Tender Value
₹84,723
EMD Value
₹2,118
Closing Date
18 Feb 2026, 6:00 pmClosed
Assistant Engineer
LSGD Section, Puzhathi Zonal
Footpath concrete to Kallalath road side
2026_LSGD_836130_18
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
₹555
Yes
₹2,118
Yes
27 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 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.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
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)
OD320012/2025-2026: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
OD320013/2025-2026:lettering with black japan paint of approved brand and manufacture
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