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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.8 L+₹83,184.31 (5.22%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SOBIN SABU L1 | Santhosh kumar KS L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 3.1 Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 275.5 | sqm | 51.02 ₹14,056.01 Lowest | 53.57 ₹14,758.54 |
| 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 | 628.5 | sqm | 16.01 ₹10,062.29 Lowest | 16.81 ₹10,565.09 |
| 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 | 88.6 | cum | 3,300 ₹2,92,380 Lowest | 3,504.77 ₹3,10,522.62 |
| 1.00 | 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) | 132.9 | cum | 9,563.75 ₹12,71,022.38 Lowest | 10,041.94 ₹13,34,573.83 |
| 1.00 | OD392882/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | cumn | 5,698.2 ₹5,698.2 Lowest | 5,983.11 ₹5,983.11 |
| 2.00EXCLUSIVE OF GST | |||||
| 3.00Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL | |||||
| 4.002:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items | |||||
| 5.003.Rate should be Exclusive of GST. | |||||
Tender Value
Refer Docs
EMD Value
₹39,914
Closing Date
3 Aug 2026, 3:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Mannarkkad Constituency-2020-21-Project No. 26834 -Construction of Nayadikkunnu Rainbow Nagar Road in Mannarkkad Municipality Ward 23, Palakkad District
2026_KEL_862673_1
KRO/ BDC/2436/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹39,914
Yes
10 Aug 2026
27 Jul 2026
4 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 3.1 Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | OD392882/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | - | cumn | - | - |
| 2EXCLUSIVE OF GST | |||||
| 42:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items | |||||
| 53.Rate should be Exclusive of GST. | |||||
| 64.Work should be executed as per DSR/PWD specification and direction of Engineer at site. | |||||
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