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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹7.8 L−₹44,068.21 (5.33%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹8.1 L−₹20,054.92 (2.42%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹8.3 L+₹2,490.82 (0.30%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹8.9 L+₹62,706.59 (7.58%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | KDLCCSQ1182 L4 | M/s KOLLAM CORPORATION LABOUR CONTRACT CO OPERATIVE SOCIETY LTD. Q.1291 L3 | VINOD P L5 | JITHIN JOHN L2 | BINU .D L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Interlocking | ||||||||
| 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. | 521.5 | sqm | 8.36 ₹4,359.74 Lowest | 9.76 ₹5,089.84 | 10.5 ₹5,475.75 | 9.52 ₹4,964.68 | 9.24 ₹4,818.66 |
| 1.00 | 4.1.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 | 65.65 | cum | 2,888 ₹1,89,597.2 | 2,951.03 ₹1,93,735.12 | 3,174.15 ₹2,08,382.95 | 2,879.37 ₹1,89,030.64 | 2,793.25 ₹1,83,376.86 Lowest |
| 1.00 | OD367668/2024-2025:Mord:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings
and Technical Specification Clause 1504. | 589 | sqm | 1,023 ₹6,02,547 | 1,010.98 ₹5,95,467.22 | 1,087.7 ₹6,40,655.3 | 986.48 ₹5,81,036.72 | 957.17 ₹5,63,773.13 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) | 4.13 | cum | 8,000 ₹33,040 | 7,932.43 ₹32,760.94 | 8,534.07 ₹35,245.71 | 7,739.99 ₹31,966.16 | 7,509.99 ₹31,016.26 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
6 Feb 2025, 5:00 pmClosed
AE,KARUNAGAPPALLY MUNICIPALITY
AE,KARUNAGAPPALLY MUNICIPALITY
Annual Plan-Project Number - 435 2024- 2025-Karunagappally Municipality - MARTHOMA CHURCH ROAD RENNOVATION IN WARD 19-General Civil Work
2025_LSGD_731110_3
PW1/12545/2021
Open Tender
Civil Works - Others
Item Rate
180 days
KARUNAGAPPALLY MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
29 Jun 2026
29 Jan 2025
8 Feb 2025
29 Jan 2025
6 Feb 2025
29 Jan 2025
29 Jan 2025 - 6 Feb 2025
Amount
Interlocking
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.
4.1.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
OD367668/2024-2025:Mord:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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)
JITHIN JOHN (BID ID -2094842)
M/s KOLLAM CORPORATION LABOUR CONTRACT CO OPERATIVE SOCIETY LTD. Q.1291 (BID ID -2094868)
KDLCCSQ1182 (BID ID -2093989)
VINOD P (BID ID -2094247)
Bidder Name
KDLCCSQ1182
VINOD P
M/s KOLLAM CORPORATION LABOUR CONTRACT CO OPERATIVE SOCIETY LTD. Q.1291
JITHIN JOHN
BINU .D
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