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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.2 L+₹67,905.46 (4.12%)Admitted-Fee/PreQual/Technical/Finance | ₹17.2 L+₹67,905.46 (4.12%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹17.2 L+₹72,132.94 (4.38%)Admitted-Fee/PreQual/Technical/Finance BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621 | ₹17.2 L+₹72,132.94 (4.38%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹18.1 L+₹1.6 L (9.73%)Admitted-Fee/PreQual/Technical/Finance | ₹18.1 L+₹1.6 L (9.73%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹18.7 L+₹2.2 L (13.5%)Admitted-Fee/PreQual/Technical/Finance P NO 134 24 CONCRETING OF KALEEKKALAYYSTHU CHENKIVETH ROAD AT W 10 | PALAKKAD | KERALA | 678001 | ₹18.7 L+₹2.2 L (13.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Biju S Pillai L2 | MONSON ISSAC L3 | Krishnakumar Krishnan Nair L1 | SYAM SANKER L4 | MUHAMMED SAMROOD L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00MAINTANANCE | ||||||||
| 1.00 | OD253011/2025-2026:modified OD 3.2 Scarifying Existing
road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate
obtained from
scarifying with power roller | 1,122.25 | sqm | 6.32 ₹7,092.62 Lowest | 6.33 ₹7,103.84 | 7 ₹7,855.75 | 7 ₹7,855.75 | 7 ₹7,855.75 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 74.03 | cum | 2,012.1 ₹1,48,945.7 | 2,017.06 ₹1,49,312.87 | 1,500 ₹1,11,037.5 Lowest | 2,180 ₹1,61,374.5 | 2,235 ₹1,65,445.88 |
| 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) | 168.34 | cum | 7,746.64 ₹13,04,053.88 | 7,765.76 ₹13,07,272.51 | 7,550 ₹12,70,951.9 Lowest | 8,080 ₹13,60,171.04 | 8,399 ₹14,13,870.86 |
| 1.00 | OD254412/2025-2026:surface dressing of the ground in all kinds of soils including removalvegitation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m | 262.5 | sqm | 29.77 ₹7,814.63 | 29.84 ₹7,833 | 28 ₹7,350 Lowest | 35 ₹9,187.5 | 33 ₹8,662.5 |
| 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) | 32.81 | cum | 7,441.25 ₹2,44,169.74 Lowest | 7,459.62 ₹2,44,772.51 | 7,520 ₹2,46,753.76 | 8,080 ₹2,65,129.04 | 8,250 ₹2,70,707.25 |
| 1.01 | OD253010/2025-2026:Name board | 1 | each | 3,777.8 ₹3,777.8 Lowest | 3,787.12 ₹3,787.12 | 4,000 ₹4,000 | 4,500 ₹4,500 | 4,000 ₹4,000 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
4 Aug 2026, 6:00 pmClosed
Rajeena B
Office of the Assistant Engineer, LID and EW Section, chengannur municipality
MP-LADS-MP LADS MAINTENANCE OF ANGADICKAL THEKKU -KAPPIMALA NAGAR ROAD ,WARD -17, CHENGANNUR MUNICIPALITY (SC)-MAINTENANCE OF ANGADICKAL THEKKU -KAPPIMALA NAGAR ROAD ,WARD -17-
2026_LSGD_862836_1
03/2026/AE/CGNRMLTY/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Chengannur Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
1 Sept 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTANANCE | |||||
| 1.001 | OD253011/2025-2026:modified OD 3.2 Scarifying Existing
road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate
obtained from
scarifying with power roller | - | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | 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) | 0.2 | cum | - | - |
| 1.004 | OD254412/2025-2026:surface dressing of the ground in all kinds of soils including removalvegitation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m | - | sqm | - | - |
| 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) | - | cum | - | - |
| 1.006 | OD253010/2025-2026:Name board | - | each | - | - |
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