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| 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 3 | Providing and laying in position specified grade of reinforced cement concncrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 4 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Mild steel and Medium Tensile steel bars. |
| 5 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. White sand stone |
| 6 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform..Add extra for doing centering and shutteriing work for each subsequent storey above two storey. |
| 8 | Making Mehrab\"s, Arches, pillars, highly decorative creepers, flower of small sizes etc.in lime Surkhi plaster (1:2) as per B248old traditional practices (Arches, Mehrab\"s) in three coats for base course and subsequent course and Loi tamping, beating till the shrinkage cracks areisappear than making ornamental lowering/design etc. The work is to done with all leads and lifts as per work of restoration nature as per Jaipur practice. |
| 9 | Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfersetc.White sand stone |
| 10 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand)Flush/ Ruled pointing |
| 11 | Part ( B)Supplying and fixing Jodhpur machine cut stone Kadau 29cm (11.5\")hight in CM 1:4 with rock facing with proper projection and machine cut edges of stone, two line dressing of building corners, jambs etc. including uniform joints using aluminium square section of size 12 mm to 15 mm as per requirement of course and width of stone not less than 12 Cm., with reqisite humber headers (minimum length of sotne 0.9 M) |
| 12 | P&F white ashlar Todies of machine cut for corners of porch fixing in cement mortar or gypsum etc. complete in all respect size 45x30x10 cm. |
| 13 | Fine dressing of ashlar stone work (payable on Executive Engineer\"s test checking): (A) White Ashlar three line |
| 14 | Supplying and fixing ashlar rain water spouts fine (3 lines) dressed as per approved design of size :(A) White Ashlar 60x30x25 cm |
