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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | ₹3.9 L | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹3.9 L+₹4,220.97 (1.08%)Rejected-AOC | ₹3.9 L+₹4,220.97 (1.08%) | L2 | Rejected-AOC HIGH RATE |
| 3 | Rejected-Technical | - | - | Rejected-Technical HIGHER RATE |
| 4 | Rejected-Technical | - | - | Rejected-Technical HIGHER RATE |
| 5 | Rejected-Technical | - | - | Rejected-Technical HIGHER RATE |
| Sl No | Description | Qty | Unit | MUHAMMED FAZAL L7 | BIJU V P L4 | K M ALI L2 | SALIM V M L1 | sandeep tn L5 | SAMU P V L6 | SAFEER KS L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00INTERLOCK TILE LAYING AT SANTHOSH LANE | ||||||||||
| 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. | 147 | sqm | 15.53 ₹2,282.91 | 16.01 ₹2,353.47 | 14.68 ₹2,157.96 Lowest | 16.01 ₹2,353.47 | 16.01 ₹2,353.47 | 15 ₹2,205 | 14.96 ₹2,199.12 |
| 1.00 | OD48342/2026-2027: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 plate vibrator to acheive the desired density,complete as per technical specification clause 401.(i) for grading 1 material. | 27.62 | cum | 3,074.85 ₹84,927.36 | 3,169.96 ₹87,554.3 | 2,906.82 ₹80,286.37 | 3,169.92 ₹87,553.19 | 3,100 ₹85,622 | 2,700 ₹74,574 Lowest | 2,951.25 ₹81,513.53 |
| 1.00 | OD48299/2026-2027:Providing and laying of interlocking Concrete block pavements using 80mm 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 | 284.1 | 1 sqm | 1,125.52 ₹3,19,760.23 | 1,075 ₹3,05,407.5 | 1,064.02 ₹3,02,288.08 | 1,020 ₹2,89,782 Lowest | 1,092 ₹3,10,237.2 | 1,150 ₹3,26,715 | 1,080.26 ₹3,06,901.87 |
| 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) | 1.08 | cum | 8,911.13 ₹9,624.02 | 8,500 ₹9,180 | 8,424.9 ₹9,098.89 Lowest | 9,186.73 ₹9,921.67 | 9,186 ₹9,920.88 | 9,000 ₹9,720 | 8,552.84 ₹9,237.07 |
Tender Value
₹4.3 L
EMD Value
₹10,737
Closing Date
22 Jun 2026, 3:00 pmClosed
AE ALUVA MUNICIPALITY
Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY
WARD 10 - INTERLOCK TILE LAYING AT REMAINING PORTION OF SANTHOSH LANE WITHIN THE JURISDICTION OF ALUVA MUNICIPALITY 42/2026-27
2026_LSGD_855275_1
01/42/2026/AE/LID EWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
180 days
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹950
Yes
₹10,737
Yes
5 Aug 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCK TILE LAYING AT SANTHOSH LANE | |||||
| 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. | - | sqm | - | - |
| 1.002 | OD48342/2026-2027: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 plate vibrator to acheive the desired density,complete as per technical specification clause 401.(i) for grading 1 material. | - | cum | - | - |
| 1.003 | OD48299/2026-2027:Providing and laying of interlocking Concrete block pavements using 80mm 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 | - | 1 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) | - | cum | - | - |
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