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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.3 L+₹37,870.46 (2.38%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹16.9 L+₹1.0 L (6.49%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹16.9 L+₹1.0 L (6.50%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹16.9 L+₹1.0 L (6.50%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | AFAF CONSTRUCTION L3 | Hira Constructions L4 | Sabu Mathew L1 | LINDEN GONSALVEZ L5 | SHEFEER E S L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Interlock tile paving | ||||||||
| 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. | 1,265 | sqm | 16 ₹20,240 | 16.5 ₹20,872.5 | 15.03 ₹19,012.95 Lowest | 16.01 ₹20,252.65 | 15.39 ₹19,468.35 |
| 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 | 21.38 | cum | 3,335 ₹71,285.63 | 3,333 ₹71,242.88 | 3,134.27 ₹66,995.02 Lowest | 3,337.88 ₹71,347.19 | 3,208.87 ₹68,589.6 |
| 1.00 | OD170330/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per then direction of engineer-in-charge. | 1,265 | sqm | 1,160.33 ₹14,67,817.45 | 1,160 ₹14,67,400 | 1,089.55 ₹13,78,280.75 Lowest | 1,160.33 ₹14,67,817.45 | 1,115.48 ₹14,11,082.2 |
| 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) | 14.7 | cum | 9,186 ₹1,35,070.94 | 9,180 ₹1,34,982.72 | 8,626.34 ₹1,26,841.7 Lowest | 9,187 ₹1,35,085.65 | 8,831.66 ₹1,29,860.73 |
Tender Value
₹16.9 L
EMD Value
₹42,362
Closing Date
16 Aug 2025, 6:00 pmClosed
Asst Exe Engineer
Office of Asst Exe Engineer Tripunithura Municipality
PROJECT NO 215-26 THRIPUNITHURA MUNICIPALITY RENOVATION OFKORAPURAM ROAD MADATHIPPARAMBIL ROAD PAMBADITHAZHAM ROAD KARACHULLIL COMMON ROAD POST OFFICE COLONY ROAD VELLAKKETTU PARIHARIKKAL CONSTRUCTION OF DRAIN IN KORAPURAM SUB ROAD IN W 12
2025_LSGD_782846_10
PW114627/16
Open Tender
Civil Works - Roads
Item Rate
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,362
Yes
15 Nov 2025
6 Aug 2025
19 Aug 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
Amount
Interlock tile paving
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.
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
OD170330/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per then 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)
SHEFEER E S (BID ID -2289832)
AFAF CONSTRUCTION (BID ID -2287783)
Hira Constructions (BID ID -2291035)
LINDEN GONSALVEZ (BID ID -2289951)
Bidder Name
Hira Constructions
Sabu Mathew
AFAF CONSTRUCTION
SHEFEER E S
LINDEN GONSALVEZ
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