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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.3 LAccepted-AOC BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621 | ₹6.3 L | 1 | Accepted-AOC LOWEST AMOUNT QOUTED |
| 2 | 2₹7.7 LRejected-AOC | ₹7.7 L | 2 | Rejected-AOC HIGH AMOUNT QOUTED |
| 3 | 3₹7.8 LRejected-AOC | ₹7.8 L | 3 | Rejected-AOC HIGH AMOUNT QOUTED |
| Sl No | Description | Qty | Unit | MONSON ISSAC L1 | Krishnakumar Krishnan Nair L2 | JB ASSOCIATES PVT LTD L3 |
|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||
| 1.00 | OD165842/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and
recompacting aggregate obtained from scarifying with power roller. | 261 | sqm | 6.26 ₹1,633.86 | 8 ₹2,088 | 6.5 ₹1,696.50 |
| 1.00 | OD165843/2025-2026::Construction of Sub grade and Earthen Shoulders : Construction of sub grade 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 all lead
and lifts as per Technical Specification Clause 303.1.(with Power Roller) | 45 | cum | 859.29 ₹38,668.05 | 850 ₹38,250 | 1,070 ₹48,150 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 12 | cum | 53.67 ₹644.04 | 800 ₹9,600 | 64 ₹768 |
| 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. | 39.15 | cum | 1,994.7 ₹78,092.51 | 2,500 ₹97,875 | 2,484 ₹97,248.60 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 56.79 | cum | 7,679.69 ₹4.4 L | 9,500 ₹5.4 L | 9,563.74 ₹5.4 L |
| 1.01 | 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) | 8.98 | cum | 7,376.94 ₹66,215.41 | 9,300 ₹83,476.80 | 9,186.73 ₹82,460.09 |
| 1.01 | OD181784/2025-2026:Name board | 1 | each | 3,745.15 ₹3,745.15 | 2,500 ₹2,500 | 4,663.02 ₹4,663.02 |
Tender Value
₹7.8 L
EMD Value
₹19,470
Closing Date
4 Oct 2025, 2:00 pmClosed
Block development officer
Block development office,Chengannur
MLASDF Concreting of Mammottilpadi Anjilivilapadi road in ward no 8 of Cheriyanad GP
2025_CRD_791096_2
LSGD/BP/CHR/(ALP)9/2025-E
Open Tender
Civil Works - Roads
Chengannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,560
Yes
₹19,470
Yes
26 Mar 2026
24 Sept 2025
6 Oct 2025
24 Sept 2025
4 Oct 2025
24 Sept 2025
Amount
Concreting
OD165842/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.
OD165843/2025-2026::Construction of Sub grade and Earthen Shoulders : Construction of sub grade 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 all lead and lifts as per Technical Specification Clause 303.1.(with Power Roller)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
OD181784/2025-2026:Name board
Krishnakumar Krishnan Nair (BID ID -2372137)
JB ASSOCIATES PVT LTD (BID ID -2372114)
Bidder Name
MONSON ISSAC
Krishnakumar Krishnan Nair
JB ASSOCIATES PVT LTD
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