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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹4.2 L+₹33,927.30 (8.72%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M.K KUNHAMU L1 | DIPIN RAJ K L2 |
|---|---|---|---|---|---|
| 1.00concrete road | |||||
| 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. | 38.25 | cum | 13 ₹497.25 Lowest | 14 ₹535.5 |
| 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. | 25.5 | cum | 2,200 ₹56,100 Lowest | 2,300 ₹58,650 |
| 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) | 38.25 | cum | 8,005 ₹3,06,191.25 Lowest | 8,784 ₹3,35,988 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 2.52 | cum | 325 ₹819 Lowest | 340 ₹856.8 |
| 1.00 | OD41764/2025-2026:OD-60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course
masonry with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 6.2 | cum | 3,600 ₹22,302 Lowest | 3,700 ₹22,921.5 |
| 1.01 | OD41771/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size 750mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost, conveyance labour charges etc, complete. | 1 | each | 3,115 ₹3,115 Lowest | 4,000 ₹4,000 |
Tender Value
₹4.2 L
EMD Value
₹10,574
Closing Date
30 Aug 2025, 4:30 pmClosed
SECRETARY
KUNNAMANGALAM BLOCK PANCHAYATH
MLA SDF 2025-26 .Perumanpura -Chalil methal Road in Perumanna GP-.-General Civil Work
2025_CRD_789155_4
2055194
Open Tender
Civil Works - Roads
Item Rate
KUNNAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,574
Yes
30 Oct 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
30 Aug 2025
22 Aug 2025
Amount
concrete road
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.
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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD41764/2025-2026:OD-60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD41771/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size 750mm x 600mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost, conveyance labour charges etc, complete.
DIPIN RAJ K (BID ID -2315553)
Bidder Name
M.K KUNHAMU
DIPIN RAJ K
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