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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC CHERUPILLY HOUSE CHERANALLOOR | CHERANALLOOR | KERALA | L1 | Accepted-AOC Accepted Vide Resolution No.3(1) dtd.02-03-2026 of Kadungalloor GP | |
| 2 | L2₹5.9 L+₹38,117.58 (6.93%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹5.9 L+₹41,828.37 (7.60%)Rejected-Finance | L3 | Rejected-Finance Third Rank | |
| 4 | L4₹6.0 L+₹54,077.37 (9.83%)Rejected-Finance | L4 | Rejected-Finance Fourth rank |
| Sl No | Description | Qty | Unit | C P ABOOBACKER L4 | ASHIF K.A L2 | NABIL C S L1 | Riswan Sakeer L3 |
|---|---|---|---|---|---|---|---|
| 1.00Tile laying | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 375 | sqm | 15.26 ₹5,722.5 | 14.85 ₹5,568.75 | 12 ₹4,500 Lowest | 14.87 ₹5,576.25 |
| 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. (ii) Using Gravel mix soil. | 41.06 | cum | 2,367.32 ₹97,209.26 | 2,304.7 ₹94,637.9 | 2,300 ₹94,444.9 Lowest | 2,310.19 ₹94,863.33 |
| 1.00 | OD369454/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge | 431.25 | sqm | 1,105.79 ₹4,76,871.94 | 1,076.6 ₹4,64,283.75 | 1,001 ₹4,31,681.25 Lowest | 1,084.92 ₹4,67,871.75 |
| 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) | 2.79 | cum | 8,754.95 ₹24,443.82 | 8,523.4 ₹23,797.33 | 7,000 ₹19,544 Lowest | 8,483.95 ₹23,687.19 |
Tender Value
₹6.3 L
EMD Value
₹15,851
Closing Date
12 Jan 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ANILA REGHUNATH
Office of the Assistant Engineer LID AND EW Kadungalloor Grama Panchayath
ATHANATTU ROAD TILE LAYING-WARD 6
2026_LSGD_825431_1
ET/11/KDLR/LSGD/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KADUNGALLOOR GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,400
Yes
₹15,851
Yes
5 Mar 2026
5 Jan 2026
14 Jan 2026
5 Jan 2026
12 Jan 2026
5 Jan 2026
Tile laying
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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. (ii) Using Gravel mix soil.
OD369454/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge
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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