Moulik Nidhi Construction C.C. Floor and Drian from Mochioli Sanjay Sharma House to Baijal Saheb Tempal, Form anand Sharmas House to Chaarasia Anna Mandir and Maniram barn, Dana oli. ward No. 43. Zone 15 File No. 207/26X3/6.

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.

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. All kinds of soil.

Transportation by Mechanical means including loading, unloading and stacking 3 km Sand, stone aggregate below 40 mm nominal size

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.

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) up to 25%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) up to 25%).

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 : Cement mortar 1:4 (1 cement : 4 coarse sand)

18.49 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 sand)

17.3 Providing and laying non-pressure NP2 class (light duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). 17.3.1 Size 300 mm dia. meter