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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | L1 | Accepted-AOC LOW RATE | |
| 2 | L2₹1.6 L+₹5,644.56 (3.68%)Rejected-AOC | L2 | Rejected-AOC HIGHER RATE | |
| 3 | L3₹1.6 L+₹9,723.10 (6.34%)Rejected-Finance | L3 | Rejected-Finance HIGHER RATE | |
| 4 | L4₹1.6 L+₹11,353.85 (7.40%)Rejected-Finance | L4 | Rejected-Finance HIGHER RATE |
| Sl No | Description | Qty | Unit | CHANDRAS AND COMPANY L1 | MUHAMMED FAZAL L2 | SAMU P V L3 | Varghese A K L4 |
|---|---|---|---|---|---|---|---|
| 1.00INTERLOCK TILE PAVING | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 99 | sqm | 62.89 ₹6,226.11 | 15.61 ₹1,545.39 Lowest | 16.01 ₹1,584.99 | 16.17 ₹1,600.83 |
| 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 | 11.68 | cum | 2,337.5 ₹27,290.31 Lowest | 3,254.43 ₹37,995.47 | 3,337.88 ₹38,969.75 | 3,371.26 ₹39,359.46 |
| 1.00 | OD253078/2025-2026:Interlocking Concrete Block Pavement providing and Laying of Interlocking Concrete Block using M40 grade,80 mm thick Hydraulic tiles having thickness 80 mm , approved size, shape and laid in required pattern over and including a compacted bed of 6mm stone aggregates of 50 mm average thickness etc complete as per the direction of engineer in charge | 110.15 | 1 sqm | 1,020.98 ₹1,12,460.95 | 1,019.24 ₹1,12,269.29 Lowest | 1,045.38 ₹1,15,148.61 | 1,055.83 ₹1,16,299.67 |
| 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) | 0.81 | cum | 9,190.3 ₹7,416.57 | 8,957.06 ₹7,228.35 Lowest | 9,186.73 ₹7,413.69 | 9,278.6 ₹7,487.83 |
Tender Value
₹1.6 L
EMD Value
₹4,078
Closing Date
25 Sept 2025, 3:00 pmClosed
AMAL K SAJEEV - AE
Office of the Assistant Executive Engineer, LID EW Section , Aluva municipality
WARD 10 -LAYING OF INTERLOCKING TILE IN SANTHOSH LANE FROM PALIATIVE UNIT PRO.282/25-26
2025_LSGD_799999_1
05/2025/AE/LIDEWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
180 days
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹555
Yes
₹4,078
Yes
13 Nov 2025
20 Sept 2025
27 Sept 2025
20 Sept 2025
25 Sept 2025
20 Sept 2025
Amount
INTERLOCK TILE PAVING
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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
OD253078/2025-2026:Interlocking Concrete Block Pavement providing and Laying of Interlocking Concrete Block using M40 grade,80 mm thick Hydraulic tiles having thickness 80 mm , approved size, shape and laid in required pattern over and including a compacted bed of 6mm stone aggregates of 50 mm 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)
MUHAMMED FAZAL (BID ID -2358159)
SAMU P V (BID ID -2357097)
Varghese A K (BID ID -2357195)
Bidder Name
MUHAMMED FAZAL
CHANDRAS AND COMPANY
SAMU P V
Varghese A K
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