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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Accepted Vide Resolution No.25(4) dtd.09-06-2026 of Kadungalloor GP |
| 2 | L2₹4.3 L+₹11,381.69 (2.72%)Rejected-AOC | ₹4.3 L+₹11,381.69 (2.72%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | P V VINOJ L1 | SHAMEER K A L2 |
|---|---|---|---|---|---|
| 1.00FOOTPATH RECONCRETING | |||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 13.08 | cum | 1,821.24 ₹23,821.82 Lowest | 1,871 ₹24,472.68 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 18.9 | cum | 654.16 ₹12,363.62 Lowest | 672 ₹12,700.8 |
| 1.00 | OD11950/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund
and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund
after completion of the work.etc.comp | 4 | metre | 1,115.09 ₹4,460.36 Lowest | 1,145 ₹4,580 |
| 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) | 26.45 | cum | 9,496.8 ₹2,51,142.88 Lowest | 9,755 ₹2,57,970.98 |
| 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 | 1.22 | cum | 438.41 ₹536.61 Lowest | 450 ₹550.8 |
| 1.01 | 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 | 9.45 | cum | 3,314.51 ₹31,322.12 Lowest | 3,405 ₹32,177.25 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.89 | cum | 9,122.42 ₹53,694.56 Lowest | 9,370 ₹55,151.82 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.27 | cum | 8,938.45 ₹2,431.26 Lowest | 9,181 ₹2,497.23 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 0.77 | cum | 8,735.28 ₹6,682.49 Lowest | 8,973 ₹6,864.35 |
Tender Value
₹4.2 L
EMD Value
₹10,536
Closing Date
29 May 2026, 6:00 pmClosed
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
FOOTPATH CONSTRUCTION OF NALPPATHUPARA SC COLONY -WARD 1- KDLR 107/2025-26
2026_LSGD_852562_1
ET/2/KDLR/LSGD/26-27
Open Tender
Civil Works - Others
Item Rate
180 days
KADUNGALLOOR GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,536
Yes
14 Jul 2026
22 May 2026
1 Jun 2026
22 May 2026
29 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FOOTPATH RECONCRETING | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
| 1.002 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1 | cum | - | - |
| 1.003 | OD11950/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund
and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund
after completion of the work.etc.comp | - | metre | - | - |
| 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 | 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 | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.008 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.009 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
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