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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-Finance | ₹4.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.4 L+₹11,269.81 (2.60%)Accepted-Finance KOLLAGIL | VIJAYAPURA | KARNATAKA | 586101 | ₹4.4 L+₹11,269.81 (2.60%) | L2 | Accepted-Finance L3 |
| 3 | L3₹5.1 L+₹75,194.26 (17.3%)Accepted-Finance | ₹5.1 L+₹75,194.26 (17.3%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | VIJAYARAJ N L1 | SAJU S L2 | JINIL LUCKOSE L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 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 | 0.01 | Hectare | 37,980.57 ₹417.79 Lowest | 38,943.32 ₹428.38 | 44,526 ₹489.79 |
| 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 | 12.84 | cum | 356.08 ₹4,572.07 Lowest | 365.11 ₹4,688.01 | 417.4 ₹5,359.42 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 235.4 | sqm | 12.91 ₹3,039.01 Lowest | 13.24 ₹3,116.7 | 15.1 ₹3,554.54 |
| 1.00 | 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 | 12.84 | cum | 2,689.71 ₹34,535.88 Lowest | 2,757.89 ₹35,411.31 | 3,153 ₹40,484.52 |
| 1.00 | OD56599/2026-2027:Interlocking Concrete Block Pavement. Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm as per drawings and Technical Specification Clause
1504.(without Edge blocks) | 321 | sqm | 931.02 ₹2,98,857.42 Lowest | 940.06 ₹3,01,759.26 | 1,113 ₹3,57,273 |
| 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) | 7.67 | cum | 7,409.4 ₹56,793.05 Lowest | 7,597.22 ₹58,232.69 | 8,685 ₹66,570.53 |
| 1.01 | OD81413/2026-2027:Providing and fixing hand rail USING GI PIPES of approved size by welding etc. to steel
ladder railing, balcony railing,
staircase railing and similar works, excluding priming coat. ( Derived from DAR 10.26.3)
Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m
i.e. 20.09 kg | 204 | kg | 173.58 ₹35,410.32 | 202.25 ₹41,259 | 172 ₹35,088 Lowest |
Tender Value
₹5.5 L
EMD Value
₹13,762
Closing Date
27 Jul 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID_EW Karode G P
Road work interlock
2026_LSGD_861056_1
AE/KRD/2/TEND/2026-27
Open Tender
Civil Works - Roads
Item Rate
Karode grama panchayat
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,215
Yes
₹13,762
Yes
21 Aug 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 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 | - | Hectare | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | OD56599/2026-2027:Interlocking Concrete Block Pavement. Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm as per drawings and Technical Specification Clause
1504.(without Edge blocks) | - | sqm | - | - |
| 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 | OD81413/2026-2027:Providing and fixing hand rail USING GI PIPES of approved size by welding etc. to steel
ladder railing, balcony railing,
staircase railing and similar works, excluding priming coat. ( Derived from DAR 10.26.3)
Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m
i.e. 20.09 kg | - | kg | - | - |
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