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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.1 L+₹15,202.97 (3.04%)Admitted-Fee/PreQual/Technical/Finance | ₹5.1 L+₹15,202.97 (3.04%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.2 L+₹16,236.38 (3.25%)Admitted-Fee/PreQual/Technical/Finance | ₹5.2 L+₹16,236.38 (3.25%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.2 L+₹24,430.80 (4.89%)Admitted-Fee/PreQual/Technical/Finance | ₹5.2 L+₹24,430.80 (4.89%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUHAMMED FAZAL L1 | SHAMSUDHEEN T A L4 | ASHIK P A L3 | RANEES KHALID 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. | 460.1 | sqm | 14.72 ₹6,772.67 Lowest | 15.45 ₹7,108.55 | 15.21 ₹6,998.12 | 15.18 ₹6,984.32 |
| 1.00 | OD2725/2026-2027:Providing and laying of interlocking Concrete Block Pavements using 80mm M40 hydraulic blocks of approved size ,design & shape ,laid in a 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 | 442.8 | per sqm | 1,067.5 ₹4,72,689 Lowest | 1,119.72 ₹4,95,812.02 | 1,102.2 ₹4,88,054.16 | 1,099.99 ₹4,87,075.57 |
| 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) | 2.35 | cum | 8,451.79 ₹19,870.16 Lowest | 8,865.19 ₹20,842.06 | 8,726.47 ₹20,515.93 | 8,709.02 ₹20,474.91 |
Tender Value
₹5.4 L
EMD Value
₹13,569
Closing Date
14 Sept 2026, 3:00 pmClosed
AE ALUVA MUNICIPALITY
Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY
WARD 13 - LAYING OF INTERLOCK TILE AT ERUTHIKUNNATH ROAD WITHIN THE JURISDICTION OF ALUVA MUNICIPALITY 197/2026-27
2026_LSGD_867893_1
03/197/2026/AE/LID EWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
180 days
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,200
Yes
₹13,569
Yes
15 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
14 Sept 2026
7 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. | 460.1 | sqm | - | - |
| 1.002 | OD2725/2026-2027:Providing and laying of interlocking Concrete Block Pavements using 80mm M40 hydraulic blocks of approved size ,design & shape ,laid in a 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 | 442.8 | per sqm | - | - |
| 1.003 | 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) | 2.35 | cum | - | - |
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