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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | ₹3.5 L | L1 | Accepted-Finance Lowest Quoted bidder |
| 2 | L2₹3.6 L+₹11,387.95 (3.28%)Accepted-Finance | ₹3.6 L+₹11,387.95 (3.28%) | L2 | Accepted-Finance Second lowest Quoted bidder |
| Sl No | Description | Qty | Unit | BAIJU.P.K L2 | samson samuel L1 |
|---|---|---|---|---|---|
| 1.00DR RETAINING WALL | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 8 | cum | 56.81 ₹454.48 | 55.01 ₹440.08 Lowest |
| 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 | 7.04 | cum | 800.56 ₹5,635.94 | 775.1 ₹5,456.7 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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. | 25.6 | cum | 5,820.6 ₹1,49,007.36 | 5,636 ₹1,44,281.6 Lowest |
| 1.00 | 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) | 0.6 | cum | 7,808.72 ₹4,685.23 | 7,561 ₹4,536.6 Lowest |
| 2.00CC RETAINING WALL | |||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 4.3 | cum | 56.81 ₹244.28 | 55.01 ₹236.54 Lowest |
| 2.00 | 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 | 2.9 | cum | 800.56 ₹2,324.03 | 775.1 ₹2,250.12 Lowest |
| 2.00 | OD88775/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 &amp; 1203 (i)Nominal mix 1:3:6 I. P.C.C
grade M 10 (i) Nominal mix 1:3:6 | 0.58 | cum | 7,356.98 ₹4,274.41 | 7,123 ₹4,138.46 Lowest |
| 2.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 16.37 | cum | 7,908.71 ₹1,29,441.86 | 7,657 ₹1,25,322.12 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,544
Closing Date
5 Aug 2026, 3:30 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer, LID EW Subdivision, Konni block Panchayat
Konni BP 2026-27( Proj. no.69/27)Thannithodu Moozhi Elavumkal unnathi -Patteril padi road side protection wall construction, ward 5 ,Thannithodu GP-SIDE PROTECTION WALL-General Civil Work
2026_LSGD_862779_9
04/AE/LSGD/KNI/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Elakollur
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,544
Yes
13 Aug 2026
29 Jul 2026
10 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DR RETAINING WALL | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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 | - | - |
| 1.004 | 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 | - | - |
| 2CC RETAINING WALL | |||||
| 2.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 2.002 | 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 | - | cum | - | - |
| 2.003 | OD88775/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 &amp; 1203 (i)Nominal mix 1:3:6 I. P.C.C
grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 2.004 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
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