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| 1 | Demolishing brick work manually/by mechanical means includingstacking of serviceable material and disposal of unserviceablematerial within 50 meters lead as per direction of Engineer-in-In cement mortar |
| 2 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by echanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified radeexcluding the cost of entering and shuttering All work up to linth level.Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 4 | 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 :Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum sizeof stone aggregate. |
| 5 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply wood shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 6 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts and struts etc.aboveplinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc.Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 7 | 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, lintels, 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.Mild steel and Medium Tensile steel bars. |
| 8 | Providing and fixing 40mm thick red stone slab over drains including Pointing in cement mortar 1:3 (1 cement : 3 sand) |
| 9 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering All work up to plinthlevel.Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 10 | Excavation for roadway in soil by manual means including loading in tippers and disposal with all lifts and lead upto 1000 meters and as per relevant clauses of section-300 |
| 11 | Construction of Dry lean cement concrete Sub-base over a prepared sub grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per MORTH Specifications Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section- 601. |
| 12 | Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed ibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm) Please Enable Macros to View BoQ information |
