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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | ₹3.9 L | L1 | Accepted-AOC First |
| 2 | L2₹4.2 L+₹31,790.64 (8.16%)Rejected-Finance | ₹4.2 L+₹31,790.64 (8.16%) | L2 | Rejected-Finance L1 Agreement Executed |
| 3 | L3₹4.2 L+₹33,796.07 (8.67%)Rejected-Finance VALIYAPARAMBIL PEZHAKKAPPILLY | ₹4.2 L+₹33,796.07 (8.67%) | L3 | Rejected-Finance L1 Agreement Executed |
| Sl No | Description | Qty | Unit | Hilar V.M. L2 | RENJITH MANUEL L1 | SUHAIL HILAR L3 |
|---|---|---|---|---|---|---|
| 1.00Tile 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. | 240 | sqm | 15 ₹3,600 Lowest | 16 ₹3,840 | 16.01 ₹3,842.4 |
| 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 | 15.6 | cum | 3,330 ₹51,948 | 3,200 ₹49,920 Lowest | 3,337.88 ₹52,070.93 |
| 1.00 | OD503391/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 80 mm 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 Engineerin-charge. | 283.5 | sqm | 1,155 ₹3,27,442.5 | 1,050 ₹2,97,675 Lowest | 1,160.33 ₹3,28,953.56 |
| 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) | 4.2 | cum | 9,156 ₹38,446.04 | 9,100 ₹38,210.9 Lowest | 9,186.73 ₹38,575.08 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
16 Mar 2026, 11:00 amClosed
AE LSGD
Office of the Assisstant Engineer, LSGD Section Paipra
Annual Plan-436/25-26 - PAIPRA GP-S Valavu Thenalikudy road tile laying in ward-15
2026_LSGD_844874_8
ET-12/2025-26/AE/LSGD/PPRA
Open Tender
Civil Works - Roads
Item Rate
180 days
Paipra
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,586
16 Jun 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
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
OD503391/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 80 mm 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 Engineerin-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)
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