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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC CHERUPILLY HOUSE CHERANALLOOR | CHERANALLOOR | KERALA | L1 | Accepted-AOC Accepted Vide Resolution No.1(2) dtd.02-03-2026 of Kadungalloor GP | |
| 2 | L2₹3.6 L+₹2,366.28 (0.65%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹3.9 L+₹26,804.72 (7.40%)Rejected-Finance PULINCHOTTIL HOUSE KAYANTIKKARA MUPPATHADAM PO | ERNAKULAM | KERALA | 680667 | L3 | Rejected-Finance 3rd bidder hence rejected |
| Sl No | Description | Qty | Unit | NABIL C S L1 | SHAJEER P B L3 | Riswan Sakeer L2 |
|---|---|---|---|---|---|---|
| 1.00THACHAVELLATH LINK ROAD TILING | ||||||
| 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) | 0.77 | cum | 8,000 ₹6,184 Lowest | 8,626.34 ₹6,668.16 | 8,084.33 ₹6,249.19 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 8.49 | cum | 2,800 ₹23,786 Lowest | 3,134.27 ₹26,625.62 | 2,937.33 ₹24,952.62 |
| 1.00 | OD463154/2025-2026: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 | 79.35 | sqm | 1,080 ₹85,698 | 1,115.73 ₹88,533.18 | 1,045.62 ₹82,969.95 Lowest |
| 2.00KAPPOORI ROAD TILING | ||||||
| 2.00 | OD402049/2025-2026:Sectioning up to 150mm and forming the surface for NEW road way including clearing the
roadway of any debris, levelling, cambering etc complete as per direction of engineer in charge | 179.2 | sqm | 15 ₹2,688 Lowest | 58.59 ₹10,499.33 | 54.91 ₹9,839.87 |
| 2.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 17.92 | cum | 2,800 ₹50,176 Lowest | 3,134.27 ₹56,166.12 | 2,937.33 ₹52,636.95 |
| 2.00 | OD463162/2025-2026: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 | 170.24 | sqm | 1,080 ₹1,83,859.2 | 1,115.73 ₹1,89,941.88 | 1,045.62 ₹1,78,006.35 Lowest |
| 2.00 | 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) | 1.22 | cum | 8,000 ₹9,728 Lowest | 8,626.34 ₹10,489.63 | 8,084.33 ₹9,830.55 |
Tender Value
₹4.1 L
EMD Value
₹10,355
Closing Date
26 Feb 2026, 4:00 pmClosed
ANILA REGHUNATH
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
THACHAVELLATH LINK ROAD - KAPPOORI ROAD TILE LAYING WARD 13-KDLR 397/2025-26
2026_LSGD_837806_2
ET/14/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
₹915
Yes
₹10,355
Yes
25 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
THACHAVELLATH LINK ROAD TILING
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)
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD463154/2025-2026: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
KAPPOORI ROAD TILING
OD402049/2025-2026:Sectioning up to 150mm and forming the surface for NEW road way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of engineer in charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD463162/2025-2026: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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