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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₹7.7 LAccepted-AOC THEERTHAM VADAKKUMBAD P O KANNUR 670105 | KANNUR | KANNUR | KERALA | 670105 | L1 | Accepted-AOC FIRST | |
| 2 | L2₹8.2 L+₹43,354.35 (5.59%)Rejected-AOC KONHAVI MEETHAL H CHERUKARA PANTHEERANKAVE PO KAKKODI | KOZHIKODE | KERALA | 612906 | L2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | MANOJ P L1 | ANILKUMAR K M L2 |
|---|---|---|---|---|---|
| 1.00144/2026 Various Footpath Concrete Ward 22 1.Naduvileri Footpath | |||||
| 1.00 | OD318583/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 ) | 9.6 | cum | 358 ₹3,436.8 Lowest | 378.3 ₹3,631.68 |
| 1.00 | OD318584/2025-2026:Filling with Quarry muck
Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade. | 4.8 | cum | 793 ₹3,806.4 Lowest | 837.58 ₹4,020.38 |
| 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) | 4.8 | cum | 7,379 ₹35,419.2 Lowest | 7,791.83 ₹37,400.78 |
| 2.002.Madhathil Footpath | |||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 15.3 | cum | 341 ₹5,217.3 Lowest | 359.7 ₹5,503.41 |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 0.29 | cum | 6,787 ₹1,954.66 Lowest | 7,167.03 ₹2,064.1 |
| 2.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 0.16 | cum | 8,068 ₹1,307.02 Lowest | 8,519.93 ₹1,380.23 |
| 2.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.01 | tonne | 77,870 ₹934.44 Lowest | 82,227.13 ₹986.73 |
| 2.00 | OD318601/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good qualityblasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of dept. Officers at site.( Modified spec. 60.7.1 of DAR) | 1.8 | cum | 2,937 ₹5,286.6 Lowest | 3,101.08 ₹5,581.94 |
Tender Value
₹9.2 L
EMD Value
₹23,063
Closing Date
1 Nov 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
LSGD, OLAVANNA
144/2026 Various Footpath Concrete Ward 22
2025_LSGD_814437_1
AE/OLV/10/25
Open Tender
Civil Works - Roads
Item Rate
240 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹2,035
Yes
₹23,063
Yes
6 Dec 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
144/2026 Various Footpath Concrete Ward 22 1.Naduvileri Footpath
OD318583/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 )
OD318584/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the 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)
2.Madhathil Footpath
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD318601/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good qualityblasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of dept. Officers at site.( Modified spec. 60.7.1 of DAR)
OD318602/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 )
OD318603/2025-2026:Filling with Quarry Muck- Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the 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)
3. Chalil Manchakkachalil Footpath
OD321663/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 )
OD321664/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the 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)
4. Ekkiriparampa Footpath
OD321666/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good qualityblasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of dept. Officers at site.( Modified spec. 60.7.1 of DAR)
OD321665/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 )
OD321667/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the 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)
5. Kurikkavil footpath
OD321668/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 )
OD321670/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the 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)
OD319043/2025-2026:Steel work builtup tubular ( round, square, or rectangular hollow tubs etc.Including cutting hoisting,fixing in position and applying priming coat of approved steel primer including welding and welded with special shapped washers etc.complete. Hot finished welded type tubes (Modified Spec. 10.16.1 of DAR)
10.6:Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
6. Mathra Pallithazham Footpath
OD321673/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 )
OD321674/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade.
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)
7.Morattukunnu Footpath
OD321687/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 )
OD321688/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the 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)
8.Vattekkattu moorattukunnu Footpath
OD321689/2025-2026:Filling with contractor own earth in manual means, (existing rock) in Open areas in layers not exeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge. ( OD Created from in DAR- 50.2.26.1 )
OD321690/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the 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)
ANILKUMAR K M (BID ID -2422087)
Bidder Name
MANOJ P
ANILKUMAR K M
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