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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.6 L+₹51,612.79 (3.21%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | BIJU. K L2 | K. JAYARAJ L1 |
|---|---|---|---|---|---|
| 1.00Yakara kairali gram road | |||||
| 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. | 383.1 | sqm | 20 ₹7,662 | 15 ₹5,746.5 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 | 61.3 | cum | 3,500 ₹2,14,536 | 3,336 ₹2,04,483.46 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) | 61.3 | cum | 9,800 ₹6,00,700.8 | 9,563 ₹5,86,173.65 Lowest |
| 1.00 | OD385469/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,
levels, including lettering & fixing | 1 | each | 3,200 ₹3,200 | 3,180 ₹3,180 Lowest |
| 2.00Pathikal thaniyan kavu road | |||||
| 2.00 | 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. | 61.92 | cum | 70 ₹4,334.4 | 66 ₹4,086.72 Lowest |
| 2.00 | 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 | 61.92 | cum | 3,500 ₹2,16,720 | 3,336 ₹2,06,565.12 Lowest |
| 2.00 | 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) | 61.92 | cum | 9,800 ₹6,06,816 | 9,563 ₹5,92,140.96 Lowest |
| 2.00 | OD385468/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,
levels, including lettering & fixing | 1 | each | 3,200 ₹3,200 | 3,180 ₹3,180 Lowest |
Tender Value
₹16.1 L
EMD Value
₹40,158
Closing Date
28 May 2026, 1:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Palakkad LAC-2025-26-Project No. 26560-Construction of 2Various Roads in Kannadi GP, Palakkad District
2026_KEL_852209_1
KRO/ BDC/2384/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
₹40,158
Yes
11 Jun 2026
21 May 2026
29 May 2026
21 May 2026
28 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Yakara kairali gram road | |||||
| 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 | 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 | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | OD385469/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,
levels, including lettering & fixing | - | each | - | - |
| 2Pathikal thaniyan kavu road | |||||
| 2.001 | 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 | - | - |
| 2.002 | 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 | - | - |
| 2.003 | 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 | - | - |
| 2.004 | OD385468/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,
levels, including lettering & fixing | - | each | - | - |
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