85/25-CHERIYERI VELUPPAL FOOTPATH - KANNATTIL ROAD - PULIYASSERI IDAVAZHI - RENOVATION IN KUNNAMANGALAM GP

Amount

appendix A - Cheriyeri Veluppal foot path

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

OD214290/2024-2025:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete 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)

Appendix B Kannattil road

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

OD214269/2024-2025:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete 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)

Appendix C Puliyassery edavazhi

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

OD214181/2024-2025:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete 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)

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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

Haneefa (BID ID -1989059)

Bidder Name

Haneefa

MAHESH P