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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAdmitted-Fee/PreQual/Technical/Finance CHENNOTH HOUSE VENNALA 682028 | ERNAKULAM | KERALA | 682028 | ₹25.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹25.4 L+₹443.41 (0.02%)Admitted-Fee/PreQual/Technical/Finance | ₹25.4 L+₹443.41 (0.02%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-BIDDER WITHDRAW FROM THIS WORK,SUBMITTED WITHDRAWAL LETTER |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-BIDDER WITHDRAW FROM THIS WORK,WITHDRWAL LETTER SUBMITTED |
| Sl No | Description | Qty | Unit | MOHAMMED VASEEM L2 | NIXON VARGHESE L1 |
|---|---|---|---|---|---|
| 1.00Drain | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 34.3 | cum | 441.5 ₹15,143.45 | 440 ₹15,092 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 4.9 | cum | 9,001.46 ₹44,107.15 | 9,001 ₹44,104.9 Lowest |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 14.7 | cum | 8,796.86 ₹1,29,313.84 | 8,795 ₹1,29,286.5 Lowest |
| 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 | 7.35 | cum | 9,887.04 ₹72,669.74 | 9,887 ₹72,669.45 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.81 | tonne | 1,00,437.31 ₹81,253.78 | 1,00,437 ₹81,253.53 Lowest |
| 1.01 | 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) | 1.05 | cum | 9,186.73 ₹9,646.07 | 9,186 ₹9,645.3 Lowest |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 24.5 | cum | 3,337.88 ₹81,778.06 | 3,337 ₹81,756.5 Lowest |
| 1.01 | OD15299/2026-2027: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) | 350 | sqm | 441.54 ₹1,54,539 | 441 ₹1,54,350 Lowest |
| 1.01 | OD15300/2026-2027: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 | 350 | sqm | 140.93 ₹49,325.5 | 140.5 ₹49,175 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
20 Aug 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Thrikkakara Muncipality-Proj NO-165/26 Construction of Drain at Malikkal Cross Road ,Chalkkara road and Tile paving at ward-20
2026_LSGD_865103_14
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
₹50,000
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 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 | - | - |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | 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 | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | cum | - | - |
| 1.008 | OD15299/2026-2027: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 | - | - |
| 1.009 | OD15300/2026-2027: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 | - | - |
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