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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.1 L+₹29,660.23 (2.00%)Admitted-Fee/PreQual/Technical/Finance | ₹15.1 L+₹29,660.23 (2.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K M SAIDU MOHAMMED L2 | MUHAMMAD ALI T K L1 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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. | 925.2 | sqm | 16.33 ₹15,108.52 | 16.01 ₹14,812.45 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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 Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 48.6 | cum | 663.35 ₹32,238.81 | 650.34 ₹31,606.52 Lowest |
| 1.00 | 4.1.A.1: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 | 81.54 | cum | 3,404.64 ₹2,77,614.35 | 3,337.88 ₹2,72,170.74 Lowest |
| 1.00 | OD9658/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 847.6 | 1 sqm | 1,066.29 ₹9,03,787.4 | 1,045.38 ₹8,86,064.09 Lowest |
| 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) | 15.38 | cum | 9,370.46 ₹1,44,155.16 | 9,186.73 ₹1,41,328.65 Lowest |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.48 | cum | 8,972.8 ₹22,207.68 | 8,796.86 ₹21,772.23 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 5.78 | cum | 10,084.74 ₹58,239.37 | 9,887 ₹57,097.43 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.58 | tonne | 1,02,446.06 ₹59,213.82 | 1,00,437.31 ₹58,052.77 Lowest |
Tender Value
₹14.8 L
EMD Value
₹37,073
Closing Date
12 Aug 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO-76/27Ward-21-Kaipadamugal Karippassery Mugal Virappattumula Cherumpuram Interlock laying Marthoma Road Covering Slab Iyyat Road drain Construction New Road Junction Culvert Construction Ward21
2026_LSGD_863788_15
LIDEW/AEE/ET/04/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,073
Yes
29 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
12 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 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 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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 Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 1.003 | 4.1.A.1: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 | - | cum | - | - |
| 1.004 | OD9658/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | - | 1 sqm | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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