Construction of Boundarywall for security of EVM / VV Pat

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil as per DSR no. 2.8.

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) as per DSR no. 4.1.6

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1 ½:3 (1 cement : 1 ½ coarse sand (zone-III) : 3 graded stone aggregate 20 as per DSR no. 5.1.2

Brick work with common burnt clay (non modular) bricks of class -150 in superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR no. 6.4.2

12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) as per DSR no. 13.1.2

15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) as per DSR no. 13.5.2

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) as per DSR no. 13.44.1

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. as per DSR no. 9.48

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. as per DSR no. 10.17

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. as per DSR no. 5.22.6

Centering and shuttering including strutting, propping etc. and removal of Foundations, footings, bases of columns, etc. for mass concrete as per DSR no. 5.9.1

Centering and shuttering including strutting, propping etc. and removal of Columns, Pillars, Piers, Abutments, Posts and Struts as per DSR no. 5.9.6

Centering and shuttering including strutting, propping etc. and removal of beam as per DSR no. 5.9.21

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