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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical PALAKKAD | KERALA | 678001 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Ar C Designs and Construction L2 | Athul Sanjai L1 | BIJO KURIAKOSE L3 |
|---|---|---|---|---|---|---|
| 1.00Road Tiling | ||||||
| 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. | 396 | sqm | 15 ₹5,940 Lowest | 15 ₹5,940 Lowest | 17 ₹6,732 |
| 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 | 99 | cum | 3,150 ₹3,11,850 | 2,400 ₹2,37,600 Lowest | 2,900 ₹2,87,100 |
| 1.00 | OD425771/2025-2026: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) | 660 | 1 sqm | 1,049 ₹6,92,340 Lowest | 1,110 ₹7,32,600 | 1,088 ₹7,18,080 |
| 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) | 4.58 | cum | 8,900 ₹40,762 Lowest | 9,000 ₹41,220 | 9,500 ₹43,510 |
| 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 | 2.4 | cum | 900 ₹2,160 | 350 ₹840 Lowest | 785 ₹1,884 |
| 1.01 | OD425870/2025-2026: Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with
stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand) including
testing of joints etc. complete: 450 mm dia R.C.C. pipe Modified DAR 19.6.5 | 10 | metre | 1,750 ₹17,500 Lowest | 2,500 ₹25,000 | 2,600 ₹26,000 |
| 1.01 | OD425946/2025-2026:Construction of Sub grade and Earthen shoulders Construction of subgrade 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 Table300.2 with lead upto 1000m as per Technical specification Clause 303.1(3.14 Modified with increased compensation and additional conveyance(CHERTHALA THALUK DSOR 2021) | 13.44 | cum | 1,150 ₹15,456 | 1,000 ₹13,440 Lowest | 1,100 ₹14,784 |
Tender Value
₹11.7 L
EMD Value
₹29,143
Closing Date
24 Feb 2026, 11:00 amClosed
Assistant Engineer
LSGD Section Ezhupunna GP
282/26 Rennovation of Madathikattu road in ward 13-Road Renovation
2026_LSGD_836299_1
282/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
₹29,143
Yes
20 Apr 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
Road Tiling
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) <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
OD425771/2025-2026: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)
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)
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
OD425870/2025-2026: Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand) including testing of joints etc. complete: 450 mm dia R.C.C. pipe Modified DAR 19.6.5
OD425946/2025-2026:Construction of Sub grade and Earthen shoulders Construction of subgrade 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 Table300.2 with lead upto 1000m as per Technical specification Clause 303.1(3.14 Modified with increased compensation and additional conveyance(CHERTHALA THALUK DSOR 2021)
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