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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAdmitted-Finance | ₹24.0 L | L1 | Admitted-Finance |
| 2 | L2₹24.2 L+₹24,934.05 (1.04%)Admitted-Finance | ₹24.2 L+₹24,934.05 (1.04%) | L2 | Admitted-Finance |
| 3 | L3₹24.6 L+₹58,790.13 (2.45%)Admitted-Finance | ₹24.6 L+₹58,790.13 (2.45%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | E.K.Abdulsalam L2 | meconconstructions L3 | TARIKH ANVAR E L1 |
|---|---|---|---|---|---|---|
| 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 | 180 | sqm | 60 ₹10,800 | 60 ₹10,800 | 50 ₹9,000 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. | 334.44 | cum | 68 ₹22,741.92 | 70 ₹23,410.8 | 65 ₹21,738.6 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 | 99.22 | cum | 3,430 ₹3,40,341.75 | 3,400 ₹3,37,365 | 3,325 ₹3,29,923.13 Lowest |
| 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) | 202.65 | cum | 9,620 ₹19,49,493 | 9,800 ₹19,85,970 | 9,563.75 ₹19,38,093.94 Lowest |
| 1.00 | OD87259/2026-2027 Filling with Quarry Muck ,Filling up low lying and water logged areas with local material/quarry muck | 98.05 | cum | 951 ₹93,242.7 | 947.54 ₹92,903.45 Lowest | 947.54 ₹92,903.45 Lowest |
| 1.01 | OD87456/2026-2027
Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | 5,672 ₹5,672 Lowest | 5,698.2 ₹5,698.2 | 5,698.2 ₹5,698.2 |
| 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 | ||||||
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
15 Sept 2026, 3:00 pmClosed
MANAGER (PROJECTS)
KEL MAMALA KOCHI
Tarur LAC 2025-26 Construction of Paruthipulli Padinjakkara Road in Peringottukurussi GP, Palakkad district
2026_KEL_868200_1
KRO/ BDC/2447/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
16 Sept 2026
8 Sept 2026
16 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 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 | 180 | 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. | 334.44 | cum | - | - |
| 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 | 99.23 | 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) | 202.65 | cum | - | - |
| 1.005 | OD87259/2026-2027 Filling with Quarry Muck ,Filling up low lying and water logged areas with local material/quarry muck | 98.05 | cum | - | - |
| 1.006 | OD87456/2026-2027
Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | - | - |
| 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. | |||||
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