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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.2 L+₹25,714.87 (3.69%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.4 L+₹43,764.44 (6.28%)Admitted-Fee/PreQual/Technical/Finance NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.6 L+₹61,368.76 (8.81%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANILKUMAR.A.G L3 | Cinto M.A L1 | T.V POULOSE L4 | MARTIN P STEEPHAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00RENNOVATION | |||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.04 | Hectare | 41,148.23 ₹1,769.37 | 40,027.46 ₹1,721.18 Lowest | 47,091 ₹2,024.91 | 40,145.19 ₹1,726.24 |
| 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 | 113.9 | cum | 385.78 ₹43,940.34 | 375.28 ₹42,744.39 | 360 ₹41,004 Lowest | 376.38 ₹42,869.68 |
| 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 | 1.7 | cum | 7,865.48 ₹13,371.32 | 7,651.24 ₹13,007.11 Lowest | 8,500 ₹14,450 | 7,673.74 ₹13,045.36 |
| 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) | 1.2 | cum | 7,686.7 ₹9,224.04 | 7,477.36 ₹8,972.83 Lowest | 8,000 ₹9,600 | 7,499.32 ₹8,999.18 |
| 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 | 3.1 | cum | 8,639.3 ₹26,781.83 | 8,403.98 ₹26,052.34 Lowest | 9,000 ₹27,900 | 8,428.7 ₹26,128.97 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | 87,762.12 ₹15,972.71 | 85,371.71 ₹15,537.65 Lowest | 1,00,437 ₹18,279.53 | 85,622.81 ₹15,583.35 |
| 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) | 2.75 | cum | 8,027.36 ₹22,075.24 | 7,808.72 ₹21,473.98 Lowest | 8,500 ₹23,375 | 7,831.69 ₹21,537.15 |
| 1.01 | OD536288/2025-2026:Filling with qarry muck filling up low laying and water logged areas with local material qarrymuck,spreading in layers ,levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade | 43.2 | cum | 1,592.68 ₹68,803.78 | 1,639 ₹70,804.8 | 1,800 ₹77,760 | 1,553.85 ₹67,126.32 Lowest |
| 1.01 | OD536287/2025-2026:Granular sub-base withWell Graded Material (Table 400.1) (A) By Mix in place Method construction of grannular sub-base by providing well graded material , spreading in unoform layers with motor graded material,spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method and manual compaction to achieve the desired density,complete as per Technical specification clause 401(i) For Grading 1 Material | 43.2 | cum | 2,747.59 ₹1,18,695.89 | 2,672 ₹1,15,430.4 Lowest | 3,000 ₹1,29,600 | 2,680.62 ₹1,15,802.78 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
25 Sept 2026, 11:00 amClosed
Assistant Engineer LID EW Section Nedumbassery
O/ o Assistant Engineer LID EW Section Nedumbassery
Annual Plan NDY GP 26 27 Renovation of Karakkattuchira in Ward 2 Project No 329 26 General Civil Work
2026_LSGD_870315_1
07/AE LID EW/NDY/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kariyad
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
₹21,183
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENNOVATION | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.04 | Hectare | - | - |
| 1.002 | 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 | 113.9 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.7 | cum | - | - |
| 1.004 | 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) | 1.2 | cum | - | - |
| 1.005 | 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 | 3.1 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | - | - |
| 1.007 | 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) | 2.75 | cum | - | - |
| 1.008 | OD536288/2025-2026:Filling with qarry muck filling up low laying and water logged areas with local material qarrymuck,spreading in layers ,levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade | 43.2 | cum | - | - |
| 1.009 | OD536287/2025-2026:Granular sub-base withWell Graded Material (Table 400.1) (A) By Mix in place Method construction of grannular sub-base by providing well graded material , spreading in unoform layers with motor graded material,spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method and manual compaction to achieve the desired density,complete as per Technical specification clause 401(i) For Grading 1 Material | 43.2 | cum | - | - |
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