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| 1 | Earth work in excavation by manual means 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 upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected:25 meter beyond 1 m from cutting edge |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material : |
| 3 | Providing and fixing of cement concrete rings 0.84m dia and 0.15m H incl all lifts and carriages |
| 4 | Providing and laying of nallah stone solling tightly hand packed incl all lifts and carriages |
| 5 | Providing and laying position cement concrete of M10 grade with 20 mm N/S halion aggregateluing cost of cement butexcluding cost of centering end shuttering |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Half brick masonry with common burnt clay (non-modular) bricks of class designation7.5 in foundations and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 8 | Applying 15mm cement plaster of 1:4 mix |
| 9 | Centering and shuttering including strutting proping etc and removal of form work |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 11 | Provision and fixing of PVC TEE of 110 mm dia |
| 12 | Providing and fixing of PVC Pipe of 110mm dia |
| 13 | Constructing brick masonry chamber/manhole with common burnt clay (non modular) bricks ofclass designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame &hinges (light duty) 455x610 mm internal dimensions i/c padlock arrangement with lock, fixed in 1:1.5:3 mix,, inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement: 3 coarse sand)finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete asper standard design : |
| 14 | Carriage at different materials from source to W/S by MT |
| 15 | sand/bajriby MT lead 20Km |
| 16 | Cement / steel |
| 17 | Site clearance by engagemwent of labours |
| 18 | Provisionfor signboard & photographs,and other unforeseen items STA |
