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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC LOW RATE | |
| 2 | L2₹3.3 L+₹13,542.95 (4.27%)Rejected-AOC NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | L2 | Rejected-AOC HIGHER RATE |
| Sl No | Description | Qty | Unit | MUHAMMED FAZAL L1 | SANILKUMAR.A.G L2 |
|---|---|---|---|---|---|
| 1.00INTERLOCKING | |||||
| 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. | 170.43 | sqm | 15.69 ₹2,673.97 Lowest | 16 ₹2,726.8 |
| 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 | 6.19 | cum | 1,797.4 ₹11,122.31 Lowest | 1,874 ₹11,596.31 |
| 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 | 7.8 | cum | 3,271.12 ₹25,514.74 Lowest | 3,411 ₹26,605.8 |
| 1.00 | OD20778/2025-2026: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 | 252.93 | per sqm | 1,024.98 ₹2,59,243.07 Lowest | 1,069 ₹2,70,376.83 |
| 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) | 2.05 | cum | 9,003 ₹18,456.15 Lowest | 9,389 ₹19,247.45 |
Tender Value
₹3.2 L
EMD Value
₹8,087
Closing Date
4 Jul 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AMAL K SAJEEV - AE
Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY
LAYING OF INTERLOCK TILES AT ANGANAVADI LANE WARD 25 PRO 241/25-26
2025_LSGD_772178_1
03/2025/AE/LID EWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹715
Yes
₹8,087
Yes
12 Nov 2025
27 Jun 2025
5 Jul 2025
27 Jun 2025
4 Jul 2025
27 Jun 2025
Amount
INTERLOCKING
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.
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
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
OD20778/2025-2026: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
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)
SANILKUMAR.A.G (BID ID -2240302)
Bidder Name
SANILKUMAR.A.G
MUHAMMED FAZAL
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