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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-AOC | ₹24.9 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹25.5 L+₹54,828.29 (2.20%)Rejected-AOC PALAKKAD | KERALA | 678001 | ₹25.5 L+₹54,828.29 (2.20%) | L2 | Rejected-AOC Higher |
| 3 | L3₹25.5 L+₹55,007.94 (2.21%)Rejected-AOC | ₹25.5 L+₹55,007.94 (2.21%) | L3 | Rejected-AOC Higher |
| 4 | L4₹26.8 L+₹1.9 L (7.74%)Rejected-AOC | ₹26.8 L+₹1.9 L (7.74%) | L4 | Rejected-AOC Higher |
| Sl No | Description | Qty | Unit | praveenkumar L4 | P S Sunilkumar L1 | P J Constructions L3 | BIJO KURIAKOSE L2 |
|---|---|---|---|---|---|---|---|
| 1.00road concreting | |||||||
| 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. | 1,245 | sqm | 15 ₹18,675 | 10.3 ₹12,823.5 Lowest | 15 ₹18,675 | 17 ₹21,165 |
| 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 | 95.62 | cum | 3,380 ₹3,23,212.5 | 3,150.24 ₹3,01,241.7 | 3,187.5 ₹3,04,804.69 | 3,000 ₹2,86,875 Lowest |
| 1.00 | OD448004/2025-2026: 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) | 1,463.4 | sqm | 1,115 ₹16,31,691 | 1,046.4 ₹15,31,301.76 Lowest | 1,058.8 ₹15,49,447.92 | 1,080 ₹15,80,472 |
| 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) | 12.2 | cum | 9,100 ₹1,10,983.6 | 8,534.47 ₹1,04,086.4 Lowest | 8,635.5 ₹1,05,318.56 | 8,900 ₹1,08,544.4 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 32.4 | cum | 935 ₹30,294 | 796.75 ₹25,814.7 Lowest | 885.3 ₹28,683.72 | 850 ₹27,540 |
| 1.01 | 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. | 74.52 | cum | 6,790 ₹5,05,990.8 | 6,133.03 ₹4,57,033.4 Lowest | 6,437 ₹4,79,685.24 | 6,200 ₹4,62,024 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.05 | cum | 9,500 ₹38,475 | 8,875.86 ₹35,947.23 Lowest | 8,981 ₹36,373.05 | 8,900 ₹36,045 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.24 | tonne | 1,00,430 ₹24,404.49 | 93,306.26 ₹22,673.42 Lowest | 94,411 ₹22,941.87 | 95,000 ₹23,085 |
Tender Value
₹27.1 L
EMD Value
₹50,000
Closing Date
13 Mar 2026, 6:00 pmClosed
Assistant Engineer
LSGD Section Kuthiathode
Road tarring
2026_LSGD_843745_1
03/AE/LIDEW/KTD/2526
Open Tender
Civil Works - Roads
Item Rate
180 days
Ward 10
Refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concreting | |||||
| 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. | - | 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 | - | cum | - | - |
| 1.003 | OD448004/2025-2026: 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) | - | 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) | 1 | cum | - | - |
| 1.005 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1 | cum | - | - |
| 1.006 | 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. | 1 | cum | - | - |
| 1.007 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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