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| 1 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge.1:3:6 or richer mix1*20*1.2*0.30=7.2sor no. 5.2.1 |
| 2 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-In cement mortar1*20*1.2*0.30=7.2sor no. 15.6.2 |
| 3 | Brick work will well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in above plinth level upto floor two level in cm 1:6 including the cost of scaffholding etc.1*20*0.2*1.5=6sor no. 6.9 |
| 4 | 12 mm cement plaster of mix :1:4 (1 cement: 4 sand)2*20*1.5=60sor no. 13.1.1 |
| 5 | 15 mm cement plaster on rough side of single or half brick wall of mix.1:4 (1 cement: 4 sand)2*25*1.5=75sor no. 13.2.1 |
| 6 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas,intels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.Hot rolled deformed barssor no. 5.11.2 |
| 7 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level : 5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate1*10*0.2*1.5=3sor no. 5.1.1 |
| 8 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood .shuttering for :Foundations, footings, bases of columns, etc. For mass concrete.1*0.3*5*10=15sor no. 19.1.1 |
| 9 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Walls (anyhickness) including attached pilasters, butteresses, plinth and string courses etc1*0.1*5*10=5sor no. 19.1.2 |
| 10 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works.sor no. 10.14.1.2 |
| 11 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:3 ( 1cement : 3 coarse sand) with joints finished flush with cement mortar 1:3. Red sand stone1*25*1.5=37.5sor no. 11.27.1 |
| 12 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.46.1 Two or more coats on walls applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr/10 sqm.1*10*10=100sor no. 13.46.1 |
