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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L Quoted ₹2.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 L+₹11,002 (3.87%)Rejected-Finance | ₹3.0 L+₹11,002 (3.87%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | JKinfrastructures L4 | ABDUL GAFOOR K T L1 | ARUN GOPAL L2 | SABU N K L3 | THOMAS A V L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||
| 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. | 57.6 | cum | 25 ₹1,440 Lowest | 53.9 ₹3,104.64 | 64 ₹3,686.4 | 150 ₹8,640 | 57.75 ₹3,326.4 |
| 1.00 | OD511620/2024-2025: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 mortar grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth weel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.&lT;br &gt;(ii) Using GRavel mix soil. | 21.6 | cum | 1,800 ₹38,880 | 1,758.5 ₹37,983.6 Lowest | 1,800 ₹38,880 | 2,000 ₹43,200 | 1,885.71 ₹40,731.34 |
| 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) | 34.56 | cum | 7,500 ₹2,59,200 | 6,975.9 ₹2,41,087.1 Lowest | 7,000 ₹2,41,920 | 7,050 ₹2,43,648 | 7,480.49 ₹2,58,525.73 |
Tender Value
₹3.4 L
EMD Value
₹8,443
Closing Date
5 Apr 2025, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LIDEW SECTION KODENCHERY GP
594/2024-25 KODENCHERY GP-ANIKKODE KOKKOTTUMALA KARIMBALAKKUNNU ROAD IRISH NIRMANNAM
2025_LSGD_756489_1
AE/LIDEW/ETENDER/KRY/166/24-25
Open Tender
Civil Works - Roads
Item Rate
90 days
AANIKODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,443
Yes
12 Aug 2025
29 Mar 2025
8 Apr 2025
29 Mar 2025
5 Apr 2025
29 Mar 2025
Amount
ROAD WORK
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.
OD511620/2024-2025: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 mortar grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth weel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.&lT;br &gt;(ii) Using GRavel mix soil.
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)
ARUN GOPAL (BID ID -2187528)
SABU N K (BID ID -2184985)
JKinfrastructures (BID ID -2186299)
THOMAS A V (BID ID -2188107)
Bidder Name
JKinfrastructures
ABDUL GAFOOR K T
ARUN GOPAL
SABU N K
THOMAS A V
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