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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.7 L+₹6,889.88 (1.04%)Admitted-Fee/PreQual/Technical/Finance | ₹6.7 L+₹6,889.88 (1.04%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance KIZHAKKEKARA HOUSE KAKKANAD THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-The bidder withdraw from work,submitted the withdrawal letter |
| Sl No | Description | Qty | Unit | EKM CONSTRUCTIONS L2 | NARSHAD E K L1 |
|---|---|---|---|---|---|
| 1.00Tile paving | |||||
| 1.00 | 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 | 4.86 | cum | 440 ₹2,139.28 | 400 ₹1,944.8 Lowest |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.33 | cum | 9,000 ₹2,970 Lowest | 9,000 ₹2,970 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 11.84 | cum | 10,400 ₹1,23,104.8 | 10,000 ₹1,18,370 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.35 | tonne | 1,00,500 ₹34,773 | 98,000 ₹33,908 Lowest |
| 1.00 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 2 | no | 100 ₹200 Lowest | 100 ₹200 Lowest |
| 1.01 | OD41827/2026-2027:Engaging Mancoolies | 5 | each | 1,100 ₹5,500 | 1,000 ₹5,000 Lowest |
| 2.00tile paving | |||||
| 2.00 | OD41798/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements
using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required
pattern over and including a compacted bed of 6mm stone aggregate of 75mm average
thickness, etc. all complete as per the direction of Engineerin- charge | 100.86 | sqm | 1,360 ₹1,37,173.68 Lowest | 1,360 ₹1,37,173.68 Lowest |
| 2.00 | 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 | 30.81 | cum | 3,300 ₹1,01,679.6 Lowest | 3,300 ₹1,01,679.6 Lowest |
Tender Value
₹6.9 L
EMD Value
₹17,218
Closing Date
20 Aug 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Proj No 730/25-26 Thrikkakara Municipality -Tile paving and resetting for Nedumkulangaramala- Panakkalodithazham Bye Road Reach-2 Balance Ward 30
2026_LSGD_865103_10
LIDEW/AEE/ET/13/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,520
₹17,218
Yes
6 Sept 2026
11 Aug 2026
22 Aug 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile paving | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 1 | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1 | tonne | - | - |
| 1.005 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | no | - | - |
| 1.006 | OD41827/2026-2027:Engaging Mancoolies | - | each | - | - |
| 2tile paving | |||||
| 2.001 | OD41798/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements
using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required
pattern over and including a compacted bed of 6mm stone aggregate of 75mm average
thickness, etc. all complete as per the direction of Engineerin- charge | 0.2 | sqm | - | - |
| 2.002 | 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 | - | - |
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