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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.6 L+₹15,653 (2.10%)Accepted-AOC PAYYOLI MUNCIPALITY 16061859 RAJEESH CP 1606 SUB TREASURY PERAMBRA | L2 | Accepted-AOC L2 | |
| 3 | L3₹7.7 L+₹26,320.55 (3.52%)Accepted-AOC | L3 | Accepted-AOC L3 | |
| 4 | L4₹7.8 L+₹35,658.54 (4.77%)Accepted-AOC | L4 | Accepted-AOC L4 |
| Sl No | Description | Qty | Unit | S. RAJENDRAN L4 | CHANDRAN T L2 | B RAJAN L1 | Vipin.G L3 |
|---|---|---|---|---|---|---|---|
| 1.00renovation road | |||||||
| 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. | 546 | sqm | 14.72 ₹8,037.12 | 14.34 ₹7,829.64 | 14.05 ₹7,671.3 Lowest | 14.56 ₹7,949.76 |
| 1.00 | OD123939/2025-2026: Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 81.9 | cum | 699.04 ₹57,251.38 | 681.18 ₹55,788.64 | 667.2 ₹54,643.68 Lowest | 690 ₹56,511 |
| 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 | 54.6 | cum | 3,068.1 ₹1,67,518.26 | 2,989.7 ₹1,63,237.62 | 2,928.33 ₹1,59,886.82 Lowest | 3,034 ₹1,65,656.4 |
| 1.00 | OD123966/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver
block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size,
design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips ,
filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge | 500.5 | sqm | 988.04 ₹4,94,514.02 | 962.79 ₹4,81,876.4 | 943.03 ₹4,71,986.52 Lowest | 976 ₹4,88,488 |
| 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) | 6.29 | cum | 8,451.79 ₹53,161.76 | 8,235.8 ₹51,803.18 | 8,066.76 ₹50,739.92 Lowest | 8,357 ₹52,565.53 |
| 1.01 | OD124144/2025-2026:Supplying and Fixing Information Board 75x60 cm size using GI pipes as post and
1mm MS sheet surrounded by MS angles including painting, lettering and fixing etc. complete. | 1 | each | 2,288.14 ₹2,288.14 | 2,229.66 ₹2,229.66 | 2,183.9 ₹2,183.9 Lowest | 2,262 ₹2,262 |
Tender Value
₹8.7 L
EMD Value
₹21,744
Closing Date
23 Aug 2025, 5:00 pmClosed
AE,Athiyannoor
AE,Athiyannoor
P.No.17 Manaluvila Deshabhimani LPGS road renovation Ward 7
2025_LSGD_787211_10
05/AE/LID EW/ATR/2025-26
Open Tender
Civil Works - Roads
Service
Athiyannoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,920
Yes
₹21,744
Yes
8 Oct 2025
16 Aug 2025
25 Aug 2025
16 Aug 2025
23 Aug 2025
16 Aug 2025
Amount
renovation road
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.
OD123939/2025-2026: Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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
OD123966/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge
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)
OD124144/2025-2026:Supplying and Fixing Information Board 75x60 cm size using GI pipes as post and 1mm MS sheet surrounded by MS angles including painting, lettering and fixing etc. complete.
CHANDRAN T (BID ID -2303806)
Vipin.G (BID ID -2304436)
S. RAJENDRAN (BID ID -2303477)
Bidder Name
S. RAJENDRAN
B RAJAN
CHANDRAN T
Vipin.G
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