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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹18.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.3 L+₹63,634.21 (3.41%)Admitted-Fee/PreQual/Technical/Finance | ₹19.3 L+₹63,634.21 (3.41%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹20.9 L+₹2.2 L (11.8%)Admitted-Fee/PreQual/Technical/Finance VALIYA VEED THRIKKAKARA P O LSGD THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | ₹20.9 L+₹2.2 L (11.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹25.4 L+₹6.7 L (36.0%)Admitted-Fee/PreQual/Technical/Finance THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | ₹25.4 L+₹6.7 L (36.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹25.6 L+₹6.9 L (37.1%)Admitted-Fee/PreQual/Technical/Finance | ₹25.6 L+₹6.9 L (37.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SALIM V M L4 | K A MEEDIAN L3 | FAISAL RAHMAN L1 | AJFAR K.A. L5 | MUNEER K M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||||
| 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 | 109.72 | cum | 941 ₹1,03,246.52 | 200 ₹21,944 Lowest | 320 ₹35,110.4 | 941 ₹1,03,246.52 | 715.79 ₹78,536.48 |
| 1.00 | OD112522/2026-2027:DRY RUBBLE MASONRY with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 70.4 | cum | 6,182 ₹4,35,212.8 | 4,500 ₹3,16,800 | 1,000 ₹70,400 Lowest | 6,182 ₹4,35,212.8 | 4,699.03 ₹3,30,811.71 |
| 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 | 13.8 | cum | 9,001 ₹1,24,213.8 | 7,500 ₹1,03,500 | 9,000 ₹1,24,200 | 9,001 ₹1,24,213.8 | 6,841.11 ₹94,407.32 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 | 47.6 | cum | 10,457 ₹4,97,753.2 | 10,000 ₹4,76,000 | 8,200 ₹3,90,320 | 10,457 ₹4,97,753.2 | 7,947.63 ₹3,78,307.19 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 | 4.28 | tonne | 1,00,926 ₹4,32,366.98 | 80,000 ₹3,42,720 | 70,000 ₹2,99,880 Lowest | 1,00,926 ₹4,32,366.98 | 76,703.85 ₹3,28,599.29 |
| 1.01 | 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 | 49 | cum | 441 ₹21,609 | 200 ₹9,800 Lowest | 441 ₹21,609 | 441 ₹21,609 | 335.54 ₹16,441.46 |
| 1.01 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 27.1 | cum | 8,796 ₹2,38,371.6 | 7,600 ₹2,05,960 | 8,796 ₹2,38,371.6 | 8,796 ₹2,38,371.6 | 6,685.61 ₹1,81,180.03 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) | 1.5 | cum | 9,186 ₹13,779 | 8,600 ₹12,900 | 9,180 ₹13,770 | 9,186 ₹13,779 | 6,981.91 ₹10,472.87 Lowest |
| 1.01 | 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 | 10.5 | cum | 9,887 ₹1,03,813.5 | 9,200 ₹96,600 | 9,887 ₹1,03,813.5 | 9,887 ₹1,03,813.5 | 7,514.15 ₹78,898.58 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
PROJ NO- 168/2026-27 THRIKKAKARA MUNICIPALITY -Construction of side protection wall in padanattuparambu thodu and drain maintenance karimakkadu road at ward- 3
2026_LSGD_865103_12
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
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 |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD112522/2026-2027:DRY RUBBLE MASONRY with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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