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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.9 L+₹86,357.57 (10.8%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SINSON JOSEPH L2 | sandeep tn L1 |
|---|---|---|---|---|---|
| 1.00KARUNA RESIDENCE ROAD TILING WARD-13 | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 | 10.78 ₹5,885.88 | 9.82 ₹5,361.72 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 40.95 | cum | 505 ₹20,679.75 | 461 ₹18,877.95 Lowest |
| 1.00 | 6.1.A.1: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 | 55.74 | cum | 3,261 ₹1,81,768.14 | 2,900 ₹1,61,646 Lowest |
| 1.00 | OD277385/2024-2025: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 the direction of Engineer- in-charge. | 546 | sqm | 1,107 ₹6,04,422 | 1,005 ₹5,48,730 Lowest |
| 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) | 8.49 | cum | 8,867.9 ₹75,288.47 | 7,900 ₹67,071 Lowest |
Tender Value
₹8.1 L
EMD Value
₹20,204
Closing Date
7 Jun 2025, 6:00 pmClosed
ASSISTANT ENGINEER LID AND EW,NAYARAMBALAM
ASSISTANT ENGINEER LID AND EW,NAYARAMBALAM GP
319/2024-25-KARUNA RESIDENCE ROAD TILING
2025_LSGD_722966_3
319/AELIDEW/24-25/NBLM
Open Tender
Civil Works - Roads
Item Rate
NAYARAMBALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,785
Yes
₹20,204
Yes
16 Aug 2025
31 May 2025
9 Jun 2025
31 May 2025
7 Jun 2025
31 May 2025
Amount
KARUNA RESIDENCE ROAD TILING WARD-13
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
6.1.A.1: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
OD277385/2024-2025: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 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)
SINSON JOSEPH (BID ID -2222090)
Bidder Name
SINSON JOSEPH
sandeep tn
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