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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical PALAKKAD | KERALA | 678001 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | BIJO KURIAKOSE L3 | Athul Sanjai L1 | govind L2 |
|---|---|---|---|---|---|---|
| 1.00Road Tiling | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 6 | cum | 760 ₹4,560 | 350 ₹2,100 Lowest | 700 ₹4,200 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 16.14 | cum | 6,150 ₹99,261 | 5,800 ₹93,612 | 5,650 ₹91,191 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 95,000 ₹5,700 Lowest | 99,000 ₹5,940 | 1,00,000 ₹6,000 |
| 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) | 5.12 | cum | 9,250 ₹47,360 | 9,000 ₹46,080 | 8,900 ₹45,568 Lowest |
| 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. | 315 | sqm | 17 ₹5,355 | 15 ₹4,725 Lowest | 15 ₹4,725 Lowest |
| 1.01 | OD445722/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen
shoulders with approved material obtained from borrow pits with all lifts and leads, transporting
to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2
with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with
increased compensation and additional conveyance (CHERTHALA THALUK DSoR 2021) | 21.73 | cum | 1,150 ₹24,995.25 | 1,100 ₹23,908.5 Lowest | 1,200 ₹26,082 |
| 1.01 | 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 | 94.5 | cum | 3,000 ₹2,83,500 | 2,380 ₹2,24,910 Lowest | 2,780 ₹2,62,710 |
| 1.01 | OD452711/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick
crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504(
BASED ON 6.7.1) | 588 | 1 sqm | 1,084 ₹6,37,392 Lowest | 1,130 ₹6,64,440 | 1,126 ₹6,62,088 |
Tender Value
₹11.9 L
EMD Value
₹29,639
Closing Date
24 Feb 2026, 11:00 amClosed
Assistant Engineer
LSGD Section Ezhupunna GP
286/26 Renovation of Puthussery Colony Road Ward 12-Road renovation
2026_LSGD_836577_1
286/AE/LIDEW/EZH/2025
Open Tender
Civil Works - Roads
Item Rate
Ezhupunna GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹29,639
Yes
20 Apr 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
Road Tiling
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
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.
OD445722/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with increased compensation and additional conveyance (CHERTHALA THALUK DSoR 2021)
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
OD452711/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504( BASED ON 6.7.1)
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