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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC LID AND EW SECTION VELLIYAMATTOM GP RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.2 L+₹507.32 (0.08%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.7 L+₹43,394.86 (6.97%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹7.0 L+₹76,320.55 (12.3%)Rejected-Finance VADANA HOUSE KUMMANNOOR | KERALA | L4 | Rejected-Finance L4 | |
| 5 | L5₹7.0 L+₹78,948.56 (12.7%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Mathachan m vadana L4 | Aneeshkumar T L2 | BHARATH ENGINEERING SERVICE L1 | VINOD KUMAR V C L3 | R SABU L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00maintenance | ||||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 534.4 | sqm | 51.02 ₹27,265.09 | 44.13 ₹23,583.07 | 44.09 ₹23,561.7 | 12 ₹6,412.8 Lowest | 15 ₹8,016 |
| 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 | 35.07 | cum | 3,350 ₹1,17,484.5 | 2,887.27 ₹1,01,256.56 | 2,884.92 ₹1,01,174.14 Lowest | 2,970 ₹1,04,157.9 | 3,270 ₹1,14,678.9 |
| 1.00 | OD483405/2025-2026:Flooring with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal
filing in 50mm average thick and compacting using earth hammer/compacting ting machine
hand operated including cost and conveyance of all materials labour charges, etc complete.
Excluding cost of edge concreting (16.91.2 modified) Material M | 467.6 | 1 sqm | 1,080 ₹5,05,008 | 974.61 ₹4,55,727.64 | 973.82 ₹4,55,358.23 Lowest | 1,100 ₹5,14,360 | 1,135 ₹5,30,726 |
| 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) | 5.1 | cum | 9,563 ₹48,771.3 | 8,264.39 ₹42,148.39 | 8,257.7 ₹42,114.27 | 7,975 ₹40,672.5 Lowest | 9,360 ₹47,736 |
Tender Value
₹7.2 L
EMD Value
₹17,998
Closing Date
2 Mar 2026, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID EW Section , Ramapuram Grama Panchayat
Annual Plan-Ramapuram GP 2025-26, S0312/26-Maintenance of Amanakara School Kottukara Erappumkara Road
2026_LSGD_839425_1
ET-6/AE/LIDEW/RMPM/I/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Ramapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹17,998
Yes
15 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
maintenance
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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
OD483405/2025-2026:Flooring with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal filing in 50mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials labour charges, etc complete. Excluding cost of edge concreting (16.91.2 modified) Material M
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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