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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC lower rate quoted | |
| 2 | L2₹3.9 L+₹17,963.90 (4.89%)Rejected-AOC EDAKKANDY MANNIL AVALA P O KOYILANDI TALUK KOZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | L2 | Rejected-AOC higher rate quoted | |
| 3 | L3₹4.2 L+₹54,401.54 (14.8%)Rejected-AOC | L3 | Rejected-AOC higher rate quoted |
| Sl No | Description | Qty | Unit | KAREEM M L2 | DIVINE CONSTRUCTION L3 | Thomas Pullattu L1 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 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. | 0.89 | cum | 59 ₹52.75 Lowest | 61 ₹54.53 | 60 ₹53.64 |
| 1.00 | OD79660/2025-2026:Dry rubble masonry 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. | 2.28 | cum | 3,532 ₹8,063.56 Lowest | 3,850 ₹8,789.55 | 3,800 ₹8,675.4 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.29 | cum | 8,114 ₹2,377.4 | 8,500 ₹2,490.5 | 8,000 ₹2,344 Lowest |
| 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. | 36.9 | cum | 13 ₹479.7 Lowest | 15 ₹553.5 | 15 ₹553.5 |
| 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 | 24.6 | cum | 2,842 ₹69,913.2 Lowest | 3,100 ₹76,260 | 3,000 ₹73,800 |
| 1.01 | 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) | 36.9 | cum | 8,122 ₹2,99,701.8 | 8,900 ₹3,28,410 | 7,500 ₹2,76,750 Lowest |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 25.19 | cum | 48 ₹1,209.26 Lowest | 53 ₹1,335.23 | 53 ₹1,335.23 |
| 1.01 | OD79890/2025-2026:Providing and fixing metal name board of size 120x60 cm with MS sheet 0.8mm thick, 15mm dia and 2mm thick GI pipe, 35x35x5mm angle for post etc. erected in concrete of CC 1:2:4 | 1 | each | 3,478 ₹3,478 Lowest | 3,820 ₹3,820 | 3,800 ₹3,800 |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
17 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE KUNNUMMAL BLOCK
KUNNUMMAL BLOCK OFFICE VATTOLI
Pro No 53-2025-26 Annual plan -Kunnummal Block Panchayath. Thottakkad Ranabhoomi Vayanasala kizhakkan mannilmukku Road in Kavilumpara Grama Panchayath
2025_LSGD_776001_1
AE/02/2025
Open Tender
Civil Works - Roads
Item Rate
365 days
KUNNUMMAL BLOCK OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,587
Yes
3 Sept 2025
10 Jul 2025
19 Jul 2025
10 Jul 2025
17 Jul 2025
10 Jul 2025
Amount
Road work
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.
OD79660/2025-2026:Dry rubble masonry 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.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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.
4.1.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
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD79890/2025-2026:Providing and fixing metal name board of size 120x60 cm with MS sheet 0.8mm thick, 15mm dia and 2mm thick GI pipe, 35x35x5mm angle for post etc. erected in concrete of CC 1:2:4
KAREEM M (BID ID -2253581)
DIVINE CONSTRUCTION (BID ID -2252221)
Bidder Name
KAREEM M
Thomas Pullattu
DIVINE CONSTRUCTION
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