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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | ₹11.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.0 LRejected-AOC | ₹12.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AJIMS P UMMAR L2 | Joseph Varkey L1 |
|---|---|---|---|---|---|
| 1.00maintanance | |||||
| 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. | 572.8 | sqm | 60 ₹34,368 | 56.07 ₹32,116.90 |
| 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. | 38.4 | cum | 78 ₹2,995.20 | 73.45 ₹2,820.48 |
| 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) | 31.17 | cum | 10,800 ₹3.4 L | 10,510.56 ₹3.3 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) | 7.2 | cum | 10,800 ₹77,760 | 10,500.07 ₹75,600.50 |
| 1.00 | 4.11.2: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, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 43.2 | cum | 2,820 ₹1.2 L | 2,729.99 ₹1.2 L |
| 1.01 | OD412920/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic
blocks of approved size, design & shape, laid in required pattern over and including a
compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc. all complete as per
the direction of Engineer-in-charge. | 393.6 | sqm | 1,600 ₹6.3 L | 1,501.79 ₹5.9 L |
Updated dates
Tender Value
₹10.4 L
EMD Value
₹26,096
Closing Date
20 Jan 2026, 10:00 amClosed
Muhammed ajimal
Office of Assitant Engineer,Kattappana mmunicipality
GENERAL-723/26-Kattappana Municipality-Renovation of princos Road-General Civil Wor
2026_LSGD_826061_2
23/22025/ALIDEW/KTPMCP/I PHASE
Open Tender
Civil Works - Roads
Kattappana
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,096
Yes
27 Apr 2026
7 Jan 2026
20 Jan 2026
7 Jan 2026
20 Jan 2026
7 Jan 2026
maintanance
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.
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.
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)
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)
4.11.2: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, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD412920/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc. all complete as per the direction of Engineer-in-charge.
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