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| 1 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 |
| 2 | Restoration of Washed-out/eroded road surface by way of WBM Grade-3rd |
| 3 | Protection Work R-Walls |
| 4 | Earthwork in excavation by mechanical means (hydralic Excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils) |
| 5 | Random rubble masonry with hard stones in foundation and plinth laid in 1:6 mortar(1 Cement :6 Course sand) incl levelling up with cement concrete1:6:12 (1 cement :6 Course sand : 12 graded stone aggregates 20mm nominal size ) up to plinth level and curing complete |
| 6 | Dry random rubble masonary with hard stones in foundation and plinth with bond stone |
| 7 | Back Filling behind R-Walls etc. of 2nd Class Stone/Granular material including haulage of material involved |
| 8 | Back filling behind R walls etc of embankment with approved material obtained for borrow pit. |
| 9 | P/Laying in position cement conc of specific grade including curing but excluding cost of centering and shuttering all works upto plinth level Pcc Grade M15 1:2:4 (1cement :2 Course sand :4 Graded stone Aggregates 40mm nominal size ) |
| 10 | Crate work |
| 11 | Earthwork in excavation by mechanical means (hydralic Excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils) |
| 12 | Supplying of stones boulder Nallah(Nominal size 225mm) |
| 13 | Handpacking stones in wire crates excluding cost of crates and stones |
| 14 | Supplying and fixing of wire crates of approved quality and wire thickness (4mm) incl all costs and carriages upto the site of work complete job. |
| 15 | Back Filling behind R-Walls etc. of 2nd Class Stone/Granular material including haulage of material involved |
| 16 | Back filling behind R wall etc of embankment with approved material obtained from borrow pit. |
| 17 | PCC Edge Wall |
| 18 | Earthwork in excavation by mechanical means (hydralic Excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils) |
| 19 | P/L of approved granular material bedding in foundation trenches as per clause 1105 |
| 20 | P/Laying in position cement conc of specific grade including curing but excluding cost of centering and shuttering all works upto plinth level Pcc Grade M15 1:2:4 (1cement :2 Course sand :4 Graded stone Aggregates 40mm nominal size ) |
| 21 | centering and shuttering including strutting propping etc and removal of same for Retaining walls, Return Walls, Walls of any thickness) including Attached Pilasters,butresses,plinth and string course filletts,Kerbs and Steps etc |
| 22 | Back Filling behind R-Walls etc. of 2nd Class Stone/Granular material including haulage of material involved |
| 23 | Back Filling behind R-Walls etc. of embankment with approved material obtained from borrow-pits. |
| 24 | Cement concrete Drain |
| 25 | Earthwork in excavation by mechanical means (hydralic Excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upyo 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils) |
| 26 | P/L of approved granular material bedding in foundation trenches as per clause 1105 |
| 27 | centering and shuttering including strutting propping etc and removal of same for Foundation, Footings,Bases for Columns |
| 28 | Providing and laying in position cement conc of specific grade inc curing but excluding the cost of centering and shuttering.All works upto plinth level.PCC M10 Grade ( 1:3:6) 1cement :3Course sand :6 graded stone aggregates 40mm nominal size |
| 29 | P/Laying in position cement conc of specific grade including curing but excluding cost of centering and shuttering all works upto plinth level Pcc Grade M15 1:2:4 (1cement :2 Course sand :4 Graded stone Aggregates 40mm nominal size ) |
| 30 | Providing and laying cement concrete flooring 40mm thick 1:2:4 (1cement:2course sand:4Graded stone Aggregates with 20mm nominal size stone aggregates) finished with a floating coat of neat cement incl.cement slurryand curing complete but excluding cost of nosing of steps etc Please Enable Macros to View BoQ information |
