Development of Streets Paths by way of Cobble Stones-Tiling

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead For thickness of tiles above 25 mm and upto 40 mm all complete.

Supply and filling of good earth ( suitable for turf) from approved source upto site of work including ramming dressing and watering in 15/22cm layers including spreading levelling and consolidation with power road roller of 8 to 10 tone capacity (to required gradient and camber with all leads and lifts carriages, head load T&P establishment charges etc complete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

P/L of dry stone soling duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) complete.

P/L in position cement concrete in 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete.

Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 (1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respects as per direction of Engineer-in-charge

Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing. One face dressed Rough chisel dressed (New Work).

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).