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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAdmitted-Fee/PreQual/Technical/Finance MALAYATTOOR NEELEESWARAM GP VILLAGE ROAD IMPROVEMENTS WARD 11 25 26 GENERAL CIVIL WORK 26 | KANNUR | KERALA | 670511 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.1 L+₹43,383.64 (5.00%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V.P. VARGHESE L1 | SUNNY P J L2 |
|---|---|---|---|---|---|
| 1.00tile paving | |||||
| 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. | 607 | sqm | 16.01 ₹9,718.07 Lowest | 16.81 ₹10,203.67 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 23.57 | cum | 3,337.88 ₹78,657.14 Lowest | 3,504.77 ₹82,589.91 |
| 1.00 | OD149986/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and
including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer -in-charge. | 607 | sqm | 1,188.21 ₹7,21,243.47 Lowest | 1,247.62 ₹7,57,305.34 |
| 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) | 4.52 | cum | 9,186.73 ₹41,514.83 Lowest | 9,646.07 ₹43,590.59 |
| 1.00 | OD70549/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 1.8 | cum | 9,195.92 ₹16,552.66 Lowest | 9,655.72 ₹17,380.3 |
Tender Value
Refer Docs
EMD Value
₹21,692
Closing Date
30 Sept 2026, 11:00 amClosed
AE
AE LID EW MNGP
Annual Plan PRO NO 30 27 MALAYATTOOR NEELEESWARAM GP SNDP ROAD MAINTENANCE WARD 12 26 27 General Civil Work 27
2026_LSGD_871503_3
01/AE/LIDEW/MNGP
Open Tender
Civil Works - Roads
Item Rate
Malayattoor neeleeswaram
ETENEDRE DETAILS
7 documents required · 7 mandatory
₹1,915
Yes
₹21,692
Yes
1 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1tile paving | |||||
| 1.001 | 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. | 607 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 23.57 | cum | - | - |
| 1.003 | OD149986/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and
including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer -in-charge. | 607 | sqm | - | - |
| 1.004 | 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) | 4.52 | cum | - | - |
| 1.005 | OD70549/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 1.8 | cum | - | - |
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