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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.6 L+₹2.1 L (22.5%)Admitted-Fee/PreQual/Technical/Finance | ₹11.6 L+₹2.1 L (22.5%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹11.6 L+₹2.2 L (23.0%)Admitted-Fee/PreQual/Technical/Finance | ₹11.6 L+₹2.2 L (23.0%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹12.6 L+₹3.2 L (33.3%)Admitted-Fee/PreQual/Technical/Finance | ₹12.6 L+₹3.2 L (33.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.I.ALI L3 | ANIL KUMAR K L2 | NADEEM ISMAIL K M L1 | NARSHAD E K L4 |
|---|---|---|---|---|---|---|---|
| 1.00DRAIN | |||||||
| 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 | 82.5 | cum | 397.35 ₹32,781.38 | 450 ₹37,125 | 328.92 ₹27,135.9 Lowest | 450 ₹37,125 |
| 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 | 5.5 | cum | 8,101.31 ₹44,557.21 | 8,362.4 ₹45,993.2 | 6,706.19 ₹36,884.05 Lowest | 9,000 ₹49,500 |
| 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 | 37.4 | cum | 9,411.67 ₹3,51,996.46 | 9,714.9 ₹3,63,337.26 | 7,790.77 ₹2,91,374.8 Lowest | 10,440 ₹3,90,456 |
| 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 | 2.06 | tonne | 90,833.51 ₹1,86,844.53 | 93,760.3 ₹1,92,864.94 | 75,189.96 ₹1,54,665.75 Lowest | 1,00,900 ₹2,07,551.3 |
| 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<br> IV. R.C.C grade M 20 | 8.25 | cum | 8,898.34 ₹73,411.31 | 9,185 ₹75,776.25 | 7,365.84 ₹60,768.18 Lowest | 10,000 ₹82,500 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.79 | tonne | 90,393.58 ₹71,591.72 | 93,760 ₹74,257.92 | 74,825.8 ₹59,262.03 Lowest | 1,00,900 ₹79,912.8 |
| 1.01 | OD110076/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge. | 300 | sqm | 1,171.28 ₹3,51,384 | 1,065 ₹3,19,500 | 918.53 ₹2,75,559 Lowest | 1,200 ₹3,60,000 |
| 1.01 | 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 | 16.5 | cum | 3,170.99 ₹52,321.34 | 3,100 ₹51,150 | 2,486.72 ₹41,030.88 Lowest | 3,333 ₹54,994.5 |
Tender Value
₹12.7 L
EMD Value
₹31,768
Closing Date
20 Aug 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Thrikkakara Muncipality-Sainakshramam Drain and Tile paving kalaangattu road bye road ward- 31
2026_LSGD_865103_16
LIDEW/AEE/ET/13/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹31,768
Yes
3 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 |
|---|---|---|---|---|---|
| 1DRAIN | |||||
| 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 | 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 | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | OD110076/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge. | - | sqm | - | - |
| 1.008 | 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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