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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto1.5including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge |
| 3 | Placing and laying stone of soling including supplying of stones |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc |
| 5 | Foundations, footings, bases for columns |
| 6 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 cement:4 Coarse Sand: 8 Crushed stone aggregate 40mm Nominal Size)including curing but excluding the cost of centring and shuttering. All work upto plinth level |
| 7 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level, 1:2:4 ( 1cement:2:coarse Sand:4graded stone aggregate 20mm Nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement in 1:1.5:3 nix using 20mm size Aggregate crushed |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) Depth exceeding 3 m but not exceeding 4.50 m |
| 11 | Dewatering/Diversion charges for making ring bund/coffer dam and contineous pumping of water to keep the pit dry during concreating and stabilizing sides of trench bt timbering or Ec bags.complete Job |
| 12 | P/L of 3\\" PVC pipe for making Drainage holes in R.wall |
| 13 | P/F in position of G.I pipe 150mm dia including fixing end plates,and other accessories required for installation,incl. transportation charges complete job as directed by Engineer-in-charge |
| 14 | Carriage of Materials from source to Dumping Site By Mechanical Transportation.Sand from 5Km |
| 15 | Stone Aggregate 20mm from 5Km |
| 16 | Stone Aggregate 40mm from 5Km |
| 17 | Nallah Stone by an Avg. lead of 5Km |
| 18 | Reinforcement Steel and cement from 10km |
| 19 | Taking,Editing,Printing HD Photographs(6\\"x4\\") geotagged,before,during and after execution of work Please Enable Macros to View BoQ information |
