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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC | ₹16.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.6 L+₹1.6 L (10.2%)Rejected-Finance | ₹17.6 L+₹1.6 L (10.2%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Santhosh kumar KS L2 | SOBIN SABU L1 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 3.2 Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 420 | sqm | 17.61 ₹7,396.2 | 10 ₹4,200 Lowest |
| 1.00 | 3.5.2 Excavation in Soil with Dozer with lead upto 100 m 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. | 33.75 | cum | 73.52 ₹2,481.3 | 66.84 ₹2,255.85 Lowest |
| 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 | 81.09 | cum | 485.65 ₹39,381.36 | 441.5 ₹35,801.24 Lowest |
| 1.00 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 97.65 | cum | 3,671.67 ₹3,58,538.58 | 3,337.88 ₹3,25,943.98 Lowest |
| 1.00 | OD130856/2026-2027 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (DAR 51.2.3) | 9.94 | cum | 1,042.29 ₹10,356.19 | 947.54 ₹9,414.76 Lowest |
| 1.01 | 75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) | 126.94 | cumn | 10,520.13 ₹13,35,383.22 | 9,563.75 ₹12,13,984.17 Lowest |
| 1.01 | OD395549/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | 6,268.02 ₹6,268.02 | 5,500 ₹5,500 Lowest |
| 2.00EXCLUSIVE OF GST | |||||
| 3.00Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL | |||||
Tender Value
Refer Docs
EMD Value
₹39,996
Closing Date
26 Aug 2026, 3:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Mannarkkad Constituency-2025-26-Project No.26833-Construction of A P Kunnu Kodivalikund Main Road (Ward 4) ,Palakkad District
2026_KEL_865965_1
KRO/BDC/2441/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹39,996
Yes
3 Sept 2026
19 Aug 2026
27 Aug 2026
19 Aug 2026
26 Aug 2026
19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 3.2 Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | - | - |
| 1.002 | 3.5.2 Excavation in Soil with Dozer with lead upto 100 m 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 | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | cum | - | - |
| 1.005 | OD130856/2026-2027 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (DAR 51.2.3) | - | cum | - | - |
| 1.006 | 75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) | 0.4 | cumn | - | - |
| 1.007 | OD395549/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | - | no | - | - |
| 2EXCLUSIVE OF GST | |||||
| 42:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items | |||||
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