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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | ₹2.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.1 L+₹26,996.90 (9.61%)Admitted-Fee/PreQual/Technical/Finance 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | ₹3.1 L+₹26,996.90 (9.61%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L1 | JALEEL JABBAR L2 |
|---|---|---|---|---|---|
| 1.00Maintenanace | |||||
| 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. | 175.5 | sqm | 16 ₹2,808 | 14.56 ₹2,555.28 Lowest |
| 1.00 | 4.1.A.3: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> (iii) For Grading III Material | 13.23 | cum | 2,200 ₹29,106 Lowest | 3,085 ₹40,814.55 |
| 1.00 | OD503714/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design &amp; shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction
of Engineering in charge .(Approved od) | 175.5 | sqm | 1,150 ₹2,01,825 Lowest | 1,243 ₹2,18,146.5 |
| 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) | 5.54 | cum | 8,500 ₹47,047.5 | 8,359 ₹46,267.07 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,459
Closing Date
14 Sept 2026, 11:00 amClosed
VENUGOPAL KG
Office of the Assistant Engineer, LIDEW Section, Arakkulam Grama Panchayat
Annual Plan-Maintenance of KSEB Workshop Attupurambok Road-Project No 262
2026_LSGD_867659_4
02/2026/AE/LIDEW/ARKLM Dated 05/09/26
Open Tender
Civil Works - Buildings
Item Rate
270 days
ARAKKULAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,459
Yes
16 Sept 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenanace | |||||
| 1.001 | 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. | 175.5 | sqm | - | - |
| 1.002 | 4.1.A.3: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> (iii) For Grading III Material | 13.23 | cum | - | - |
| 1.003 | OD503714/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design &amp; shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction
of Engineering in charge .(Approved od) | 175.5 | 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) | 5.54 | cum | - | - |
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