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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC low rate |
| 2 | L2₹3.9 L+₹4,113.79 (1.06%)Rejected-AOC THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | ₹3.9 L+₹4,113.79 (1.06%) | L2 | Rejected-AOC higher 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 | C P ABOOBACKER L3 | MUHAMMED FAZAL L6 | K M ALI L4 | SALIM V M L2 | sandeep tn L5 | ABBAS K P L1 | SAMU P V L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00WARD-22 | ||||||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 8.48 | cum | 1,687.35 ₹14,315.48 | 1,779.06 ₹15,093.55 | 1,698.36 ₹14,408.89 | 1,834.08 ₹15,560.33 | 1,800 ₹15,271.2 | 1,650.67 ₹14,004.28 Lowest | 1,800 ₹15,271.2 |
| 1.00 | OD4485/2026-2027: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 achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 20.35 | cum | 2,916.36 ₹59,350.84 | 3,074.86 ₹62,576.48 | 2,935.35 ₹59,737.31 | 3,169.92 ₹64,511.04 | 3,100 ₹63,088.1 | 2,852.96 ₹58,060.59 Lowest | 2,900 ₹59,017.9 |
| 1.00 | OD547197/2025-2026: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 | 278.58 | sqm | 1,067.5 ₹2,97,389.49 | 1,125.51 ₹3,13,550.2 | 1,074.47 ₹2,99,331.22 | 1,030 ₹2,86,942.55 Lowest | 1,092 ₹3,04,214.82 | 1,044.3 ₹2,90,926.32 | 1,150 ₹3,20,372.75 |
| 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) | 2.85 | cum | 8,451.79 ₹24,096.05 | 8,911.13 ₹25,405.63 | 8,506.4 ₹24,251.75 | 8,300 ₹23,663.3 | 9,000 ₹25,659 | 8,268.06 ₹23,572.24 Lowest | 9,000 ₹25,659 |
Tender Value
₹4.3 L
EMD Value
₹10,738
Closing Date
22 Jun 2026, 3:00 pmClosed
AE ALUVA MUNICIPALITY
Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY
WARD 22- INTERLOCK TILE LAYING AT PARATT LANE BYE LANE 2 WITHIN THE JURISDICTION OF ALUVA MUNICIPALITY 55/2026-
2026_LSGD_855267_1
01/55/2026/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
₹10,738
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 |
|---|---|---|---|---|---|
| 1WARD-22 | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
| 1.002 | OD4485/2026-2027: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 achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | OD547197/2025-2026: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 | 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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