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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹40.3 L+₹1,500 (0.04%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹40.7 L+₹45,355.37 (1.13%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Santhosh kumar KS L1 | A HAMZA L2 | SREEKUMARAN V L3 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 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. | 1,220.4 | sqm | 16.01 ₹19,538.6 Lowest | 16.01 ₹19,538.6 Lowest | 18 ₹21,967.2 |
| 1.00 | 3.5.2 Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 94.95 | cum | 66.84 ₹6,346.46 Lowest | 66.84 ₹6,346.46 Lowest | 67 ₹6,361.65 |
| 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 | 305.1 | cum | 3,337.88 ₹10,18,387.19 Lowest | 3,337.88 ₹10,18,387.19 Lowest | 3,339 ₹10,18,728.9 |
| 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) | 305.1 | cum | 9,563.75 ₹29,17,900.13 Lowest | 9,563.75 ₹29,17,900.13 Lowest | 9,700 ₹29,59,470 |
| 1.00 | OD205276/2025-2026 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) | 62.85 | cum | 947.54 ₹59,552.89 Lowest | 947.54 ₹59,552.89 Lowest | 947.54 ₹59,552.89 Lowest |
| 1.01 | OD205275/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | 5,000 ₹5,000 Lowest | 6,500 ₹6,500 | 6,000 ₹6,000 |
| 2.01EXCLUSIVE OF GST | ||||||
| 3.01Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL | ||||||
| 4.012:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items | ||||||
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
3 Nov 2025, 5:15 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Nenmara Constituency -2025-26-Construction of Mailaroad Payyappulli Road In Koduvayoor GP,Palakkad District-General Civil Work
2025_KEL_815744_1
KRO/ BDC/2198/2025
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
5 Nov 2025
27 Oct 2025
4 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
27 Oct 2025 - 3 Nov 2025
Amount
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.
3.5.2 Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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
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)
OD205276/2025-2026 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)
OD205275/2025-2026 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
A HAMZA (BID ID -2421096)
SREEKUMARAN V (BID ID -2425576)
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