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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹168.47 (0.04%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.4 L+₹35,422.65 (8.84%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RADHAKRISHNAN KK L1 | HASHIM MM L2 | Sidique P.B. L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 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. | 249 | sqm | 13.8 ₹3,436.2 Lowest | 16 ₹3,984 | 14.99 ₹3,732.51 |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 46.69 | cum | 13.8 ₹644.29 Lowest | 40 ₹1,867.52 | 15.04 ₹702.19 |
| 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. <br>(ii) Using Gravel mix soil. | 31.12 | cum | 2,136 ₹66,483 Lowest | 2,200 ₹68,475 | 2,325.09 ₹72,368.43 |
| 1.00 | OD260383/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23) | 252 | sqm | 1,030.7 ₹2,59,736.4 | 1,020 ₹2,57,040 Lowest | 1,121.78 ₹2,82,688.56 |
| 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) | 8.93 | cum | 7,900.6 ₹70,536.56 | 7,800 ₹69,638.4 Lowest | 8,598.5 ₹76,767.41 |
Tender Value
₹4.7 L
EMD Value
₹11,652
Closing Date
19 Sept 2025, 12:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LIDEW SECTION, KPLM GP
KAIPAMANGALAM GP 2025-26 PROJECT NO 211/26 SANTHI ROAD AHAMMED HAJI LINK ROAD MAINTANANCE WARD 11
2025_LSGD_795667_3
ET3/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
₹1,030
Yes
₹11,652
Yes
9 Oct 2025
10 Sept 2025
20 Sept 2025
10 Sept 2025
19 Sept 2025
10 Sept 2025
Amount
Road Maintenance
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.
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. <br>(ii) Using Gravel mix soil.
OD260383/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)
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)
HASHIM MM (BID ID -2345474)
Sidique P.B. (BID ID -2345035)
Bidder Name
Sidique P.B.
HASHIM MM
RADHAKRISHNAN KK
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