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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.4 L+₹14,251.03 (3.33%)Admitted-Fee/PreQual/Technical/Finance N A | NA | NA | 121004 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.6 L+₹36,203.91 (8.46%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Ajikumar.CG L3 | TRAVANCORE LABOUR CONTRACT COOPERATIVE SOCIETY L1 | visambharan L2 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | 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) | 34.59 | cum | 9,150 ₹3,16,535.1 | 8,530 ₹2,95,086.82 Lowest | 8,800 ₹3,04,427.2 |
| 1.00 | OD142605/2026-2027: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 | 1.49 | cum | 9,000 ₹13,365 | 8,250 ₹12,251.25 Lowest | 8,500 ₹12,622.5 |
| 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 | 5.74 | cum | 3,210 ₹18,418.98 | 2,950 ₹16,927.1 Lowest | 3,000 ₹17,214 |
| 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) | 12.15 | cum | 9,550 ₹1,16,032.5 | 8,550 ₹1,03,882.5 Lowest | 8,900 ₹1,08,135 |
Tender Value
₹4.7 L
EMD Value
₹11,650
Closing Date
19 Sept 2026, 6:00 pmClosed
Vinod Kumar V
Assistant Engineer KUNNATHURGP
Annual Plan-Pro.no.261/26-27 Kunnathur gp-Kodheswaram Poomala road reconcreting ward 6-General Civil Work
2026_LSGD_868536_18
1(b)AE/LIDEW/KNR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
kunnathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,650
Yes
23 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 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) | 34.59 | cum | - | - |
| 1.002 | OD142605/2026-2027: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 | 1.49 | 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 | 5.74 | 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) | 12.15 | cum | - | - |
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