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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.6 LAccepted-AOC | ₹53.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹56.6 LRejected-AOC | ₹56.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹58.2 LRejected-Finance | ₹58.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹62.4 LRejected-Finance | ₹62.4 L | L4 | Rejected-Finance L4 |
| 5 | L5₹63.4 LRejected-Finance | ₹63.4 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | BAIJU A A L3 | K.G.TOMY L4 | Geethu Das L5 | K S RAGHAVAMENON L2 | NADEEM ISMAIL K M L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX A: - Road and drain | ||||||||
| 1.00 | OD5095/2025-2026: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 rolling the road surface using three wheel static wheel roller 80-100kN. | 3,100 | sqm | 11.32 ₹35,092 | 12 ₹37,200 | 10 ₹31,000 | 11 ₹34,100 | 8 ₹24,800 |
| 1.00 | OD5096/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1). Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 390 | cum | 3,202.71 ₹12.5 L | 3,318 ₹12.9 L | 3,400 ₹13.3 L | 3,113.03 ₹12.1 L | 2,800 ₹10.9 L |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.7 | cum | 9,001.46 ₹15,302.48 | 9,000 ₹15,300 | 9,000 ₹15,300 | 8,749.42 ₹14,874.01 | 8,400 ₹14,280 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 59.5 | cum | 9,514.49 ₹5.7 L | 9,171.49 ₹5.5 L | 9,500 ₹5.7 L | 9,248.08 ₹5.5 L | 8,000 ₹4.8 L |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.6 | tonne | 1,00,437.31 ₹60,262.39 | 1,00,430 ₹60,258 | 1,00,000 ₹60,000 | 97,625.07 ₹58,575.04 | 95,000 ₹57,000 |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 6 | cum | 10,367.15 ₹62,202.90 | 9,993.78 ₹59,962.68 | 10,000 ₹60,000 | 10,076.87 ₹60,461.22 | 9,000 ₹54,000 |
| 2.00APPENDIX B: - Interlock tiles | ||||||||
| 2.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 3,120 | sqm | 1,206.39 ₹37.6 L | 1,326.6 ₹41.4 L | 1,350 ₹42.1 L | 1,172.61 ₹36.6 L | 1,150 ₹35.9 L |
| 3.00Appendix C - Ring bund, bailing out etc. | ||||||||
Tender Value
₹58.2 L
EMD Value
₹50,000
Closing Date
20 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Harbour Engineering division office, Munambam
GENERAL-Upgradation of coastal roads in Ernakulam District - Kalathiparamb Road- Improvements to Kalathiparamb road in Division 31 of Kochi Corporation in Ernakulam LAC-General Civil Work-2025
2026_HED_825504_1
HED/CEHED/655/2025-2026
Open Tender
Civil Works - Roads
Ernakulam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
16 Mar 2026
5 Jan 2026
22 Jan 2026
5 Jan 2026
20 Jan 2026
5 Jan 2026
APPENDIX A: - Road and drain
OD5095/2025-2026: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 rolling the road surface using three wheel static wheel roller 80-100kN.
OD5096/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1). Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
APPENDIX B: - Interlock tiles
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
Appendix C - Ring bund, bailing out etc.
OD5185/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work. etc. complete. (As per item 60.1.2 in OD Irrigation)
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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