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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51,282.45Accepted-AOC LID AND EW SECTION VELLIYAMATTOM GP RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹51,282.45 | L1 | Accepted-AOC Accepted Vide Resolution No 1/2 dtd.28-01-2026 of Kodikulam GP |
| 2 | L2₹52,597.42Rejected-AOC KADAMANKAD AVU ROAD WARD 14 | CUDDALORE | TAMIL NADU | 605007 | ₹52,597.42 | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | BHARATH ENGINEERING SERVICE L1 | SAJU MATHEW L2 |
|---|---|---|---|---|---|
| 1.00EZHALLOOR KAPPILAVUMCHUVADU ROAD MAINTENANCE WARD 11 | |||||
| 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 | 5.26 | cum | 430.46 ₹2,265.08 | 441.5 ₹2,323.17 |
| 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) | 5.26 | cum | 9,315.35 ₹49,017.37 | 9,554.21 ₹50,274.25 |
Tender Value
₹52,597
EMD Value
₹1,315
Closing Date
16 Jan 2026, 6:55 pmClosed
Assistant Engineer, LID andEW Section KODIKULAM GP
Assistant Engineer, LID andEW Section KODIKULAM GP
GENERAL-KODIKKUALAM GP PR NO 19425/26EZHALLOOR KAPPILAVUMCHUVADU ROAD MAINTENANCE WARD 11-CONCRETE-General Civil Work
2025_LSGD_823980_8
05/AE/LID and ew/KDKLM/2025-26
Open Tender
Civil Works - Roads
KODIKKULAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹1,315
Yes
16 Apr 2026
27 Dec 2025
19 Jan 2026
27 Dec 2025
16 Jan 2026
27 Dec 2025
EZHALLOOR KAPPILAVUMCHUVADU ROAD MAINTENANCE WARD 11
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
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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