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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹21.2 L+₹3.1 L (17.5%)Accepted-Finance CHENNOTH HOUSE VENNALA 682028 | ERNAKULAM | KERALA | 682028 | ₹21.2 L+₹3.1 L (17.5%) | L2 | Accepted-Finance L2 is accepted |
| 2 | L1₹18.0 LRejected-Finance VALIYA VEED THRIKKAKARA P O LSGD THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | ₹18.0 L | L1 | Rejected-Finance L1 has withdrawn from this work |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | HAFIS MUHAMMED L4 | NIXON VARGHESE L2 | AFKAR T ABDUL RAHIMAN L3 | POTHUMARAMATH NIRMANA THOZHILALI CO OPERATIVE SOCIETY LIMITED L1 | sirajudheen L3 |
|---|---|---|---|---|---|---|---|---|
| 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 | 49 | cum | 459.16 ₹22,498.84 | 441.5 ₹21,633.5 Lowest | 441.5 ₹21,633.5 Lowest | 441.5 ₹21,633.5 Lowest | 441.5 ₹21,633.5 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 | 7 | cum | 9,361.52 ₹65,530.64 | 9,001.46 ₹63,010.22 | 9,001.46 ₹63,010.22 | 9,001 ₹63,007 Lowest | 9,001.46 ₹63,010.22 |
| 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) | 21 | cum | 9,148.73 ₹1,92,123.33 | 8,796.86 ₹1,84,734.06 | 8,796.86 ₹1,84,734.06 | 8,796 ₹1,84,716 Lowest | 8,796.86 ₹1,84,734.06 |
| 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 | 10.5 | cum | 10,282.52 ₹1,07,966.46 | 9,887.04 ₹1,03,813.92 | 9,887.04 ₹1,03,813.92 | 9,887 ₹1,03,813.5 Lowest | 9,887.04 ₹1,03,813.92 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.1 | tonne | 1,04,454.8 ₹2,19,355.08 | 1,00,437.31 ₹2,10,918.35 | 1,00,437.31 ₹2,10,918.35 | 1,00,437 ₹2,10,917.7 Lowest | 1,00,437.31 ₹2,10,918.35 |
| 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) | 1.5 | cum | 9,554.2 ₹14,331.3 | 9,186.73 ₹13,780.1 | 9,186.73 ₹13,780.1 | 9,186 ₹13,779 Lowest | 9,186.73 ₹13,780.1 |
| 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 | 39 | cum | 3,471.4 ₹1,35,384.6 | 3,330 ₹1,29,870 | 3,337.88 ₹1,30,177.32 | 1,145 ₹44,655 Lowest | 3,337.88 ₹1,30,177.32 |
| 1.01 | OD15403/2026-2027: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. | 390 | sqm | 1,235.74 ₹4,81,938.6 | 1,188.21 ₹4,63,401.9 | 1,188.21 ₹4,63,401.9 | 600 ₹2,34,000 Lowest | 1,188.21 ₹4,63,401.9 |
| 2.00sidewall | ||||||||
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
8 Jul 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
PROJ NO 148/2026 -27 Thrikkakara Muncipality-Construction of drain Aanamukku veluthupara Road ward-14
2026_LSGD_858236_5
LIDEW/AEE/ET/09/2026
Open Tender
Civil Works - Roads
Item Rate
240 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
3 Aug 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 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 | - | 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) | - | 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 | - | 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 | OD15403/2026-2027: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 | - | - |
| 2sidewall | |||||
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