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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.1 LAccepted-AOC | ₹71.1 L | L1 | Accepted-AOC L1 Execute the agreement |
| 2 | L2₹75.0 L+₹3.9 L (5.50%)Rejected-AOC | ₹75.0 L+₹3.9 L (5.50%) | L2 | Rejected-AOC L1 Execute the agreement |
| Sl No | Description | Qty | Unit | manikandan L1 | ROJO JOSE L2 |
|---|---|---|---|---|---|
| 1.00pavement base | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.14 | Hectare | 51,329.33 ₹7,186.11 Lowest | 54,154.08 ₹7,581.57 |
| 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. | 606 | sqm | 17.45 ₹10,574.7 Lowest | 18.41 ₹11,156.46 |
| 1.00 | OD5019/2025-2026: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 on prepared surface, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 180 | cum | 3,484.57 ₹6,27,222.6 Lowest | 3,676.38 ₹6,61,748.4 |
| 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 | 67 | cum | 10,776.87 ₹7,22,050.29 Lowest | 11,370.1 ₹7,61,796.7 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.35 | tonne | 1,09,476.7 ₹2,57,270.25 Lowest | 1,15,502.9 ₹2,71,431.82 |
| 1.01 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia | 24 | metre | 4,193.28 ₹1,00,638.72 Lowest | 4,424.1 ₹1,06,178.4 |
| 1.01 | OD7395/2025-2026:Filling with Quarry Muck - Filling up low lying and waterlogged areas with local materials/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade. | 204 | cum | 1,383.57 ₹2,82,248.28 Lowest | 1,459.73 ₹2,97,784.92 |
| 2.00Side protection and inauguration stone | |||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 197 | cum | 392.09 ₹77,241.73 Lowest | 413.67 ₹81,492.99 |
Tender Value
₹65.3 L
EMD Value
₹50,000
Closing Date
4 Mar 2026, 6:00 pmClosed
Executive Engineer
Harbour Engineering Division Ernakulam munambam Pallipuram p o 683515
GENERAL Upgradation of Coastal Roads in Thrissur District Construction of Emggels Road Construction of Emggels Road in ward 12 of Perinjanam GramaPanchayat in Kaipamangalam LAC
2026_HED_840193_1
HED/CEHED/864/2025-2026
Open Tender
Civil Works - Roads
Item Rate
300 days
ward 12 of Perinjanam GramaPanchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1pavement base | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.14 | Hectare | - | - |
| 1.002 | 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. | 606 | sqm | - | - |
| 1.003 | OD5019/2025-2026: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 on prepared surface, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 180 | cum | - | - |
| 1.004 | 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 | 67 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.35 | tonne | - | - |
| 1.006 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia | 24 | metre | - | - |
| 1.007 | OD7395/2025-2026:Filling with Quarry Muck - Filling up low lying and waterlogged areas with local materials/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade. | 204 | cum | - | - |
| 2Side protection and inauguration stone | |||||
| 2.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 197 | cum | - | - |
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