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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.7 L+₹53,563.79 (10.3%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.8 L+₹55,213.61 (10.6%)Admitted-Fee/PreQual/Technical/Finance NALUTHUNDIL KAMPALADY PORUVAZHY | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.9 L+₹68,042.59 (13.1%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹6.8 L+₹1.6 L (30.1%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Ashokkumar.k L6 | B AJITHKUMAR L1 | TRAVANCORE LABOUR CONTRACT COOPERATIVE SOCIETY L4 | SHIBUKUMAR S L5 | SHAJAN J L3 | JOY SAMUEL L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||||||
| 1.00 | OD55621/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation and
in- equalities noot exceeding 15cm deep and disposal of rubbish,lead up to 50m and
ift to 1.5m. | 445.5 | sqm | 42.26 ₹18,826.83 | 28.22 ₹12,572.01 Lowest | 31 ₹13,810.5 | 36.75 ₹16,372.13 | 31.24 ₹13,917.42 | 30 ₹13,365 |
| 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) | 66.83 | cum | 10,998.31 ₹7,34,962.07 | 7,344 ₹4,90,762.8 Lowest | 8,300 ₹5,54,647.5 | 9,563.75 ₹6,39,097.59 | 8,130.14 ₹5,43,296.61 | 8,100 ₹5,41,282.5 |
| 1.00 | OD97963/2026-2027: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) | 6.68 | cum | 3,737.5 ₹24,977.71 | 2,563.16 ₹17,129.6 Lowest | 3,000 ₹20,049 | 3,250 ₹21,719.75 | 2,762.83 ₹18,463.99 | 2,900 ₹19,380.7 |
Tender Value
₹6.8 L
EMD Value
₹16,936
Closing Date
19 Sept 2026, 6:00 pmClosed
Vinod Kumar V
Assistant Engineer KUNNATHURGP
Annual Plan-PRNO 86/2026-27 KUNNATHOOR GP-PRNO 86,VARAYANNOOR - THARAYIL KULAM ROAD CONCREATING -10-General
2026_LSGD_868536_8
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
₹1,495
Yes
₹16,936
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 CONCRETING | |||||
| 1.001 | OD55621/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation and
in- equalities noot exceeding 15cm deep and disposal of rubbish,lead up to 50m and
ift to 1.5m. | 445.5 | sqm | - | - |
| 1.002 | 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) | 66.83 | cum | - | - |
| 1.003 | OD97963/2026-2027: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) | 6.68 | cum | - | - |
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