(Parshad Nidhi) Construction of C.C. Raod and Drain Work at Shri Shyam Bansal House to Gangaram Prajapati Ward No. 45 Zone No. 12 file No.206/26X3/6

2.5 Dismantling of Cement Concrete Pavement Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications.

2.8 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. Cum 155.00

6.3 Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer,compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).

18.44 Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kgf/CM2 average compressive strength in superstructure above plinth level up to floor 2 level including the cost of scaffolding : 18.44.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

18.49 15mmcement plaster onroughsideof singleor half brickwall finished with a floating coat of neat cement of mix : 18.49.1 1:3 (1 cement: 3 sand)