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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.7 L+₹28,780.77 (8.55%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.7 L+₹37,668.13 (11.2%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹3.8 L+₹45,904.58 (13.6%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L4 | Rejected-AOC L4 | |
| 5 | L5₹3.9 L+₹55,869.06 (16.6%)Rejected-AOC KERALA KL | PATHANAMTHITTA | KERALA | 689694 | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | RADHAKRISHNAN KK L3 | MD SANTHOSH L2 | HASHIM MM L4 | AKHIL K M L5 | MISHEL KRISHNA E U L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00TILE PAVING | ||||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 42.71 | cum | 14.2 ₹606.52 | 13.87 ₹592.43 | 15 ₹640.7 | 14.89 ₹636 | 12.77 ₹545.45 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 28.48 | cum | 2,195.91 ₹62,528.54 | 2,143.75 ₹61,043.28 | 2,200 ₹62,645 | 2,302.73 ₹65,570.24 | 1,974.84 ₹56,233.57 Lowest |
| 1.00 | OD52900/2025-2026:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then layinginterlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost & conveyance charges etc. complete. [MoRTH 55.23 modified | 250.75 | sqm | 1,054.99 ₹2,64,538.74 | 1,029.93 ₹2,58,254.95 | 1,090 ₹2,73,317.5 | 1,106.31 ₹2,77,407.23 | 948.78 ₹2,37,906.59 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) | 5.72 | cum | 8,121.06 ₹46,484.95 | 7,928.15 ₹45,380.73 | 8,000 ₹45,792 | 8,516.11 ₹48,746.21 | 7,303.46 ₹41,805.01 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
24 Jun 2025, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LIDEW SECTION, KPLM GP
KAIPAMANGALAM GP 2025-26 .136/26 kuttikatt temple link road ward 11
2025_LSGD_769896_20
ET1/AE/LSGD/KPLM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,581
Yes
13 Sept 2025
17 Jun 2025
26 Jun 2025
17 Jun 2025
24 Jun 2025
17 Jun 2025
Amount
TILE PAVING
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD52900/2025-2026:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then layinginterlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost & conveyance charges etc. complete. [MoRTH 55.23 modified
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)
MD SANTHOSH (BID ID -2230862)
RADHAKRISHNAN KK (BID ID -2229582)
HASHIM MM (BID ID -2230750)
AKHIL K M (BID ID -2229857)
Bidder Name
HASHIM MM
MD SANTHOSH
RADHAKRISHNAN KK
MISHEL KRISHNA E U
AKHIL K M
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