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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | ₹7.9 L | L1 | Admitted-Finance |
| 2 | L2₹8.6 LAdmitted-Finance | ₹8.6 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | np constructions L1 | E.K.Abdulsalam L2 |
|---|---|---|---|---|---|
| 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. | 278.1 | sqm | 16.01 ₹4,452.38 | 17.6 ₹4,894.56 |
| 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 | 51.5 | cum | 3,337.85 ₹1,71,899.28 | 3,670.7 ₹1,89,041.05 |
| 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 | 29.46 | cum | 441 ₹12,991.86 | 485.1 ₹14,291.05 |
| 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) | 61.8 | cum | 9,563.75 ₹5,91,039.75 | 10,519.3 ₹6,50,092.74 |
| 1.00 | OD235247/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | 5,698 ₹5,698 | 6,267 ₹6,267 |
| 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
₹19,652
Closing Date
6 Mar 2026, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Palakkad LAC-2025-26-Construction of Cherambattakkavu Vayanassala Road Ward 8 in Kannadi GP, Palakkad District-General Civil Work
2026_KEL_841395_1
KRO/BDC/2333/2026
Open Tender
Civil Works - Roads
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,855
₹19,652
Yes
10 Mar 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
27 Feb 2026 - 6 Mar 2026
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.
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
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
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)
OD235247/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
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