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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | ₹4.3 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹4.3 LRejected-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | ₹4.3 L | L2 | Rejected-AOC HIGHER RATE |
| 3 | Rejected-Technical | - | - | Rejected-Technical Heigher rate |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L2 | Faizal K P L3 | JALEEL JABBAR L1 |
|---|---|---|---|---|---|---|
| 1.00Pavement Tile | ||||||
| 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. | 307.5 | sqm | 16 ₹4,920 | 10 ₹3,075 | 13.44 ₹4,132.80 |
| 1.00 | 4.1.A.3: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material | 19.24 | cum | 2,900 ₹55,784.40 | 3,111.69 ₹59,856.47 | 2,848 ₹54,784.13 |
| 1.00 | OD200895/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & 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) | 265 | sqm | 1,140 ₹3.0 L | 1,304 ₹3.5 L | 1,149 ₹3.0 L |
| 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) | 8.29 | cum | 8,300 ₹68,798.70 | 8,600 ₹71,285.40 | 7,716 ₹63,957.92 |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
21 Oct 2025, 1:00 pmClosed
VENUGOPAL KG
Office of the Assistant Engineer, LIDEW Section, Arakkulam Grama Panchayat
Annual Plan-ARAKULAM G.P 2025-2026 PROJECT NO 139-CSI Church Anoor Road Maintenance-
2025_LSGD_808586_3
02/2025/AE/LIDEW/ARKLM
Open Tender
Civil Works - Roads
270 days
ARAKKULAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,711
Yes
14 Jan 2026
13 Oct 2025
23 Oct 2025
13 Oct 2025
21 Oct 2025
13 Oct 2025
Amount
Pavement Tile
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.
4.1.A.3: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material
OD200895/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & 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)
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)
RENJITH MANUEL (BID ID -2398398)
Faizal K P (BID ID -2399814)
Bidder Name
RENJITH MANUEL
Faizal K P
JALEEL JABBAR
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