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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution NoIV(1) dtd 24.01.2026 of ATHIRAMPUZHA GP | |
| 2 | L2₹2.4 L+₹24,918.88 (11.3%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹2.5 L+₹28,662.06 (13.0%)Rejected-AOC | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ST JUDE CONSTRUCTION L3 | REJI JOSEPH L2 | Midhun Mathew L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||
| 1.00 | 3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means | 180 | metre | 35.01 ₹6,301.8 | 33.68 ₹6,062.4 | 30.32 ₹5,457.6 Lowest |
| 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 | 9.45 | cum | 54.66 ₹516.54 | 52.7 ₹498.02 | 47.34 ₹447.36 Lowest |
| 1.00 | 4.3:Gravel/Soil-Aggregate Surface Course (Table 400.3)<br> Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 4.72 | cum | 3,389.45 ₹16,015.15 | 3,268.44 ₹15,443.38 | 2,935.26 ₹13,869.1 Lowest |
| 1.00 | 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) | 25.12 | cum | 8,974.72 ₹2,25,489.84 | 8,858.76 ₹2,22,576.35 | 7,955.71 ₹1,99,887.21 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,341
Closing Date
19 Jan 2026, 6:00 pmClosed
ARJUN V S
Office of the Assistant Engineer, LID EW Section, Athirampuzha Grama Panchayat
Annual Plan-ATPA GP - PNO S0086/25-26-Re Concreting And Providing Drainage Facilities for KUZHIKANDAM- PARAVELIPPADY ROAD In Ward No IV-General Civil Work
2025_LSGD_806869_25
ET/06/AE/LIDEW/ATPA/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ATHIRAMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,341
Yes
28 Apr 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
ROAD MAINTENANCE
3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means
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
4.3:Gravel/Soil-Aggregate Surface Course (Table 400.3)<br> Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
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)
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