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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | sivanandankk L1 |
|---|---|---|---|---|
| 1.00Interlock tile paving | ||||
| 1.00 | OD349390/2024-2025:Taking out existing CC inter locking paver blocks from foot path/central verge, including removal of rubbish etc disposal of unserviceable material to the dumbing ground for which payment shall be made separately and stacking of serviseable material within 50m leadas per direction of Engineer in charge | 513.5 | sqm | 124.59 ₹63,976.97 Lowest |
| 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. | 275.2 | sqm | 10.57 ₹2,908.86 Lowest |
| 1.00 | OD349953/2024-2025:filling with contractors own earth (excluding rocks )in open areas ,in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering ,lead up to 1.5m as per direction of Engineers-in-charge | 102.7 | cum | 377.59 ₹38,778.49 Lowest |
| 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 | 38.51 | cum | 3,196.05 ₹1,23,089.47 Lowest |
| 1.00 | OD349393/2024-2025:providing and laying of inter locking concrete block pavements using 60/80mm DEPARTMENT PAVER BLOCKS laid of required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc all complete as per direction of engineer in charge | 487.82 | sqm | 277.9 ₹1,35,566.57 Lowest |
| 1.01 | OD304792/2024-2025:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydrulic blocks of approved size ,design & shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness ,etc.all complete as per the direction of Engineer in -charge | 300.88 | 1 sqm | 1,085.11 ₹3,26,482.47 Lowest |
| 1.01 | 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) | 4.14 | cum | 8,583.95 ₹35,537.55 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,876
Closing Date
26 Mar 2025, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
MUNICIPAL OFFICE TRIPUNITHURA
SO 177/2024-25 WARD 10 TILING AND LIFTING OF PERUVELIYIL ROAD-AT TRIPPUNITHURA MUNICIPALITY Retender
2025_LSGD_745196_48
14627/2016
Open Tender
Civil Works - Roads
Item Rate
TRIPUNITHURA MUNICIPALITY
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,760
₹16,876
29 Sept 2025
18 Mar 2025
28 Mar 2025
18 Mar 2025
26 Mar 2025
18 Mar 2025
Amount
Interlock tile paving
OD349390/2024-2025:Taking out existing CC inter locking paver blocks from foot path/central verge, including removal of rubbish etc disposal of unserviceable material to the dumbing ground for which payment shall be made separately and stacking of serviseable material within 50m leadas per direction of Engineer in charge
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.
OD349953/2024-2025:filling with contractors own earth (excluding rocks )in open areas ,in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering ,lead up to 1.5m as per direction of Engineers-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
OD349393/2024-2025:providing and laying of inter locking concrete block pavements using 60/80mm DEPARTMENT PAVER BLOCKS laid of required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc all complete as per direction of engineer in charge
OD304792/2024-2025:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydrulic blocks of approved size ,design & shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness ,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)
Bidder Name
sivanandankk
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