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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.6 LAccepted-Finance | ₹72.6 L | L1 | Accepted-Finance L1 |
| Sl No | Description | Qty | Unit | JOLLY PJ L1 |
|---|---|---|---|---|
| 1.00Road | ||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 227 | cum | 17.6 ₹3,995.20 |
| 1.00 | OD2075/2025-2026:Filling up low lying and water logged areas with quarry waste, spreading in layers,
leveling the top at site and consolidation by ramming to achieve the desired density
complete | 489.04 | cum | 2,004 ₹9.8 L |
| 1.00 | OD3232/2025-2026: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> (i) For Grading I Material | 454.16 | cum | 3,522 ₹16.0 L |
| 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) | 4.2 | cum | 10,465 ₹43,953 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 51.12 | cum | 10,875 ₹5.6 L |
| 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 | 6.65 | cum | 11,403 ₹75,829.95 |
| 1.01 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1.12 | sqm | 9,831 ₹11,059.88 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.09 | tonne | 1,10,480.7 ₹1.2 L |
| 2.00Branch road drain repair | ||||
Tender Value
₹66.0 L
EMD Value
₹50,000
Closing Date
24 Jan 2026, 6:00 pmClosed
Executive Engineer
Harbour Engineering Division Ernakulam munambam Pallipuram p o 683515
GENERAL Upgradation of coastal roads in Ernakulam district Improvements to Dr B R Ambedkar road leading to Govt fish farm Edakochi Cochin corporation division 16 Thripunithura LAC General Civil Work
2026_HED_828115_1
HED/CEHED/696/2025-2026
Open Tender
Civil Works - Roads
240 days
Edakochi Cochin corporation division 16
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
28 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD2075/2025-2026:Filling up low lying and water logged areas with quarry waste, spreading in layers, leveling the top at site and consolidation by ramming to achieve the desired density complete
OD3232/2025-2026: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> (i) For Grading I Material
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
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
10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Branch road drain repair
OD1773/2025-2026:Taking out all existing drain cover slabs and thoroughly clearing the drain by manually desilting and removing unserviceable debris/slush, including pumping or bailing out water using suitable pump sets. The work includes the cost of labour, hire and running charges of pump set, and safe disposal of the removed debris/silt up to a lead of 1000 m by Manual Means using appropriate tolls and ensuring proper cleaning of the drain to restore full serviceability complete as per the direction of the Engineer - in - charge
Road Pavement -Tile
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.
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