Interlocking and RCC Coverd Drain Work

Earth work In excavation by Mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m In width as well as 10 sqm on plan) Including getting out and disposal of excavated earth lead upto 50 m end lift uplo 1.5 m, as directed by Englneer•ln-charge,,,As per DSR 2.6.1

Providing and laying In position cement concrete of specified grade excluding the cost of centering end shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) dsr-2023 4.1.8

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 :1.5:3 (1 cement : 1.5 coarse sand (zone-111) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) dsr-2023 5.1.2

Steel reinforcement for R.C.C. work including straightening. cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars. dsr-2023 5.22.1

Centering and shuttering Including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns, etc. for mass concrete dsr-2023 5.9.1

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth In: Cement mortar 1 :4 (1 cement : 4 coarse sand) dsr-2023 6.1.1

12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) dsr-2023 13.1.1

Excavating, supplying and filling of local earth (Including royalty) by mechanical transport upto a lead of 5km also Including ramming and watering of the earth In layers not exceeding 20 cm In trenches, plinth, sides of foundation etc. complete As per DSR 2.25(a)

GSB Construction of granular sub-base by providing well graded material, spreading In uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, Complete as per Technical Spectricelion clause 401

Providing and laying zig-zag rubber moulded Interlocking Concrete Block Pavement having thickness 80 mm thick as per drawing and Technical Specification Clause 1500 of MORO Specification.