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Tender ID
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₹8.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.5 L+₹7,989 (0.95%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | KANNADATHIL SREENIVASAN L1 | P AZEEZ L2 |
|---|---|---|---|---|---|
| 1.00Edaserithazham-vadake edaserimethil-concrete | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 4 | cum | 405 ₹1,620 Lowest | 425 ₹1,700 |
| 1.00 | OD39439/2025-2026:Filling up low laying and water logged areas with quarry muck spreading in layers levelling the top at site and consolidating by ramming etc complete for improving CBR value of subgrade | 5.25 | cum | 944 ₹4,956 Lowest | 1,000 ₹5,250 |
| 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) | 10.8 | cum | 8,784 ₹94,867.2 Lowest | 8,850 ₹95,580 |
| 2.00mullerithazham-mullerimethil concrete | |||||
| 2.00 | OD39327/2025-2026:surface dressing of the ground including removing vegetation and in equalities not exceeding
15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m | 218.05 | sqm | 33.75 ₹7,359.19 Lowest | 40 ₹8,722 |
| 2.00 | 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. | 23.14 | cum | 2,283 ₹52,828.62 Lowest | 2,350 ₹54,379 |
| 2.00 | 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) | 34.71 | cum | 8,784 ₹3,04,892.64 Lowest | 8,800 ₹3,05,448 |
| 3.00payyadithazham pumphouse mannarakoth -concrete | |||||
| 3.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 35.28 | cum | 405 ₹14,288.4 Lowest | 425 ₹14,994 |
Tender Value
₹8.4 L
EMD Value
₹21,112
Closing Date
4 Aug 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE,LID AND EW, PERUMANNA GP, KOZHIKODE
LID AND EW, PERUMANNA GP, KOZHIKODE
107/25-26 PERUMANNA GP EDASSERITHAZHAM - VADAKE EDASSERI MEETHAL FOOTPATH KIZHAKE MULLERITHAZHAM - M U L L E R I M E E T H A L R O A D PAYYADITHAZHAM PUMB HOUSE - MANNARAKOTH ROAD WARD 02
2025_LSGD_774446_1
AE/LSGD/PMN/25-26/T2
Open Tender
Civil Works - Roads
Item Rate
240 days
PERUMANNA GP, KOZHIKODE
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,865
Yes
₹21,112
Yes
20 Sept 2025
28 Jul 2025
5 Aug 2025
28 Jul 2025
4 Aug 2025
28 Jul 2025
Amount
Edaserithazham-vadake edaserimethil-concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD39439/2025-2026:Filling up low laying and water logged areas with quarry muck spreading in layers levelling the top at site and consolidating by ramming etc complete for improving CBR value of subgrade
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)
mullerithazham-mullerimethil concrete
OD39327/2025-2026:surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m
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)
payyadithazham pumphouse mannarakoth -concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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)
P AZEEZ (BID ID -2273417)
Bidder Name
P AZEEZ
KANNADATHIL SREENIVASAN
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