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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC | L1 | Accepted-AOC Agreement executed vide agreement no.65/26-27 | |
| 2 | L2₹13.9 L+₹56,094.25 (4.21%)Rejected-Finance PADANATTU HOUSE CHATHANVELIPPADAM THRIKKAKARA THRIKKAKARA MUNICIPALITY KAKKANA | ERNAKULAM | KERALA | 680667 | L2 | Rejected-Finance Agreement executed by L1,hence L2 is rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDUL KAREEM M A L3 | EKM CONSTRUCTIONS L1 | SIDHIK P M L2 |
|---|---|---|---|---|---|---|
| 1.00Tile | ||||||
| 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 | 104.5 | cum | 2,900 ₹3,03,050 | 2,850 ₹2,97,825 | 2,610 ₹2,72,745 Lowest |
| 1.00 | OD34478/2026-2027: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. | 291 | sqm | 950 ₹2,76,450 Lowest | 1,060 ₹3,08,460 | 1,000 ₹2,91,000 |
| 1.00 | OD34481/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central
verge, including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable material within
50 metre lead as per direction of Engineer-in charge | 800 | sqm | 110 ₹88,000 | 70 ₹56,000 Lowest | 100 ₹80,000 |
| 1.00 | OD34480/2026-2027:Laying old cement concrete interlocking paver blocks of any design/
shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick
compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the
direction of Engineer-in-charge. (Modified DAR item 16.84) | 800 | sqm | 395 ₹3,16,000 | 270 ₹2,16,000 Lowest | 350 ₹2,80,000 |
| 2.00Grill | ||||||
| 2.00 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 425.25 | kg | 155 ₹65,913.75 Lowest | 165 ₹70,166.25 | 160 ₹68,040 |
| 3.00Drain | ||||||
| 3.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 41.65 | cum | 350 ₹14,577.5 | 250 ₹10,412.5 Lowest | 250 ₹10,412.5 Lowest |
| 3.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 5.95 | cum | 7,800 ₹46,410 | 6,500 ₹38,675 | 6,000 ₹35,700 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,354
Closing Date
1 Jun 2026, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
o/o THE ASSISTANT EXECUTIVE EEER,THRIKKAKARA MUNICIPALITY
Proj No-261/2026-27 - Thrikkakara Municipality -Tile paving resetting and concreting at brothers road and bye roads in ward - 17
2026_LSGD_852375_28
LIDEW/AEE/ET/05/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹42,354
Yes
7 Jul 2026
25 May 2026
3 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD34478/2026-2027: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. | - | sqm | - | - |
| 1.003 | OD34481/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central
verge, including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable material within
50 metre lead as per direction of Engineer-in charge | - | sqm | - | - |
| 1.004 | OD34480/2026-2027:Laying old cement concrete interlocking paver blocks of any design/
shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick
compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the
direction of Engineer-in-charge. (Modified DAR item 16.84) | - | sqm | - | - |
| 2Grill | |||||
| 2.001 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | kg | - | - |
| 3Drain | |||||
| 3.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 3.002 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
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