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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC | ₹21.5 L | L1 | Accepted-AOC AGREEMENT EXECUTED VIDE AGREEMENT NO 3/26-27 |
| 2 | L2₹21.8 LRejected-Finance | ₹21.8 L | L2 | Rejected-Finance AGREEMENT EXECUTED BY L1,HENCE REJECTED |
| 3 | Rejected-Technical KIZHAKKEKARA HOUSE KAKKANAD THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | MPM CONSTRUCTIONS L6 | JINAS K A L1 | Shabin Ebrahim A E L4 | MOHAMMED VASEEM L5 | sirajudheen L2 | MOHAMMED AJFAR K K L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00SIDE WALL | |||||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 104.88 | cum | 600 ₹62,925 | 600 ₹62,925 | 941.5 ₹98,739.81 | 1,000 ₹1.0 L | 940 ₹98,582.50 | 815.04 ₹85,477.32 |
| 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 | 7 | cum | 9,400 ₹65,800 | 7,600 ₹53,200 | 9,001 ₹63,007 | 9,500 ₹66,500 | 9,000 ₹63,000 | 7,789.68 ₹54,527.76 |
| 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 | 101.78 | cum | 14,000 ₹14.2 L | 9,000 ₹9.2 L | 10,457.3 ₹10.6 L | 11,000 ₹11.2 L | 10,400 ₹10.6 L | 9,049.63 ₹9.2 L |
| 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 | 9.16 | tonne | 90,000 ₹8.2 L | 92,000 ₹8.4 L | 1,00,926 ₹9.2 L | 1,01,000 ₹9.3 L | 1,00,000 ₹9.2 L | 87,339.45 ₹8.0 L |
| 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 | 22.5 | cum | 500 ₹11,250 | 370 ₹8,325 | 441.5 ₹9,933.75 | 500 ₹11,250 | 100 ₹2,250 | 382.06 ₹8,596.35 |
| 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 | 11.25 | cum | 3,200 ₹36,000 | 2,800 ₹31,500 | 3,337 ₹37,541.25 | 3,500 ₹39,375 | 100 ₹1,125 | 2,888.53 ₹32,495.96 |
| 1.01 | OD505286/2025-2026: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. | 112.5 | sqm | 1,150 ₹1.3 L | 500 ₹56,250 | 1,188 ₹1.3 L | 1,200 ₹1.4 L | 150 ₹16,875 | 1,028.25 ₹1.2 L |
| 1.01 | OD505403/2025-2026: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 | 154 | sqm | 1,300 ₹2.0 L | 1,150 ₹1.8 L | 1,366 ₹2.1 L | 1,400 ₹2.2 L | 150 ₹23,100 | 1,183 ₹1.8 L |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
5 Mar 2026, 2:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Project No- 47/2026-27 Thrikkakara Mun-CONSTRUCTION OF SIDE WALL AND TILE PAVING IN KOLLAMKUDIMUGAL CROSS ROAD (OLYMPIAN ROAD) AT WARD 34
2026_LSGD_840807_19
LIDEW/AEE/ET/02/2026
Open Tender
Civil Works - Roads
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
19 May 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
SIDE WALL
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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
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
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
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
4.1.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
OD505286/2025-2026: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.
OD505403/2025-2026: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
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