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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.6 L+₹15,907.16 (3.56%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.6 L+₹17,340.96 (3.88%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sivan Pillai R L2 | K VIJAYAN PILLAI L3 | TRAVANCORE LABOUR CONTRACT COOPERATIVE SOCIETY L1 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 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. | 140 | sqm | 16 ₹2,240 Lowest | 16 ₹2,240 Lowest | 16 ₹2,240 Lowest |
| 1.00 | OD132033/2026-2027:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 140 | 1 sqm | 1,129 ₹1,58,060 | 1,130 ₹1,58,200 | 1,100 ₹1,54,000 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) | 15.72 | cum | 9,563 ₹1,50,330.36 | 9,563 ₹1,50,330.36 | 8,720 ₹1,37,078.4 Lowest |
| 1.00 | OD142739/2026-2027: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 (GSB filling on berms of concrete modified 4.1.A.1) | 11.1 | cum | 3,200 ₹35,520 Lowest | 3,200 ₹35,520 Lowest | 3,210 ₹35,631 |
| 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) | 12.94 | cum | 9,000 ₹1,16,442 Lowest | 9,100 ₹1,17,735.8 | 9,100 ₹1,17,735.8 |
Tender Value
₹4.7 L
EMD Value
₹11,651
Closing Date
19 Sept 2026, 6:00 pmClosed
Vinod Kumar V
Assistant Engineer KUNNATHURGP
Annual Plan-Pro.no.62/26-2027 Kunnathur GP-Thettimuri Kottavila Road maintenance ward 5-General Civil Work
2026_LSGD_868536_5
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
₹11,651
Yes
22 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 | 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. | 140 | sqm | - | - |
| 1.002 | OD132033/2026-2027:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 140 | 1 sqm | - | - |
| 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) | 15.72 | cum | - | - |
| 1.004 | OD142739/2026-2027: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 (GSB filling on berms of concrete modified 4.1.A.1) | 11.1 | cum | - | - |
| 1.005 | 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) | 12.94 | cum | - | - |
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