Chengannur Municipality - Project No 159/21-22 S C Coloni Kalathara Bhagam Road Side Protection Wall Construction And Thoni Para Road Renovation In Ward 19(Scp) Chengannur Municipality - Project No 159/21-22 S C Coloni Kalathara Bhagam Road Side Protectio
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Chengannur Municipality - Project No 159/21-22 S C Coloni Kalathara Bhagam Road Side Protection Wall Construction And Thoni Para Road Renovation In Ward 19(Scp) Chengannur Municipality - Project No 159/21-22 S C Coloni Kalathara Bhagam Road Side Protection Wall Construction And Thoni Para Road Renovation In Ward 19(Scp)
BOQ
| Sl. No. | Item Description |
| 1 | side wall construction |
| 2 | 2.7.E : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(E)Dismantling Stone Pitching / Dry Stone Spalls |
| 3 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.I.Ordinary soil(i)Upto 3 m depth |
| 4 | 75.7.1 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. |
| 5 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 |
| 6 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 7 | 75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) |
| 8 | 3.4 : Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
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