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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹1,045.78 (0.25%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Shijo Joseph L1 | Wilson E J L2 |
|---|---|---|---|---|---|
| 1.00Road Improvement | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 13.87 | cum | 51.42 ₹712.99 Lowest | 51.42 ₹712.99 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.52 | cum | 8,468.04 ₹29,773.63 Lowest | 8,468.04 ₹29,773.63 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 12.41 | cum | 8,275.57 ₹1,02,683.27 Lowest | 8,275.57 ₹1,02,683.27 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 32.62 | cum | 64.54 ₹2,105.62 Lowest | 94 ₹3,066.75 |
| 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. | 16.31 | cum | 2,338.06 ₹38,140.77 Lowest | 2,338.06 ₹38,140.77 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 28.22 | cum | 8,642.33 ₹2,43,860.63 Lowest | 8,645.33 ₹2,43,945.28 |
Tender Value
₹4.2 L
EMD Value
₹10,432
Closing Date
22 Sept 2025, 5:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER LID EW SECTION EAST ELERI GRAMA PANCHAYAT
Anual Plan-East Eleri GP-2025-26- Project No -226/26 - Irupathanchu Mallukunnu Kulineer Road Improvement works
2025_LSGD_796802_1
03/2025/AE/LIDEW/EEGP
Open Tender
Civil Works - Roads
Item Rate
EAST ELERI
Please refer Tender documents.
9 documents required · 9 mandatory
₹920
Yes
₹10,432
Yes
19 Nov 2025
12 Sept 2025
24 Sept 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
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