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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹27,268.06 (6.93%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.3 L+₹31,947.21 (8.12%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | K RAMACHANDRAN L1 | KCN CONSTRUCTION LLP L3 | PRAMOD BOSE K V L2 |
|---|---|---|---|---|---|---|
| 1.00CC Pavement | ||||||
| 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. | 77.7 | cum | 59.23 ₹4,602.17 Lowest | 64.04 ₹4,975.91 | 63.34 ₹4,921.52 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 2.4 | cum | 381.11 ₹914.66 Lowest | 412.06 ₹988.94 | 407.53 ₹978.07 |
| 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. | 26.7 | cum | 2,145.58 ₹57,286.99 Lowest | 2,319.8 ₹61,938.66 | 2,294.28 ₹61,257.28 |
| 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) | 40.05 | cum | 8,255.81 ₹3,30,645.19 Lowest | 8,926.16 ₹3,57,492.71 | 8,827.97 ₹3,53,560.2 |
Tender Value
₹4.3 L
EMD Value
₹10,635
Closing Date
9 Mar 2026, 5:00 pmClosed
Assistant Engineer
Office of Asst Engineer
354/25-26-Kizhakkekara LP School-Muttungachal Thekku Bhagam Road Concreting
2026_LSGD_841742_4
AELIDEWKDNPLY 06/26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadannappally
Please refer Tender documents.
9 documents required · 9 mandatory
₹940
Yes
₹10,635
Yes
10 Jun 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
CC Pavement
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.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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.
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)
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