Upgradation of Link Roads at Palhallan Pattan Under NABARAD-XXXI .

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil, incld. cutting of trees,removal of tree stumps and vegetation from the site

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Cross drainage Works:-Providing and laying of reinforced cement concrete pipe NP3 in proper positions and slope on first class bedding of granular material in single row ,incld excavation,back filling and cushioning over pipes to the required gradient and camber ,fixing collar with cement mortor 1:2 mix concrete incld cost of pipes and carriage by mechanical transport from source to site loading,unloading complete Job 300 mm dia.

Providing and laying of reinforced cement concrete pipe NP3 in proper positions and slope on first class bedding of granular material in single row ,incld excavation,back filling and cushioning over pipes to the required gradient and camber ,fixing collar with cement mortor 1:2 mix concrete incld cost of pipes and carriage by mechanical transport from source to site loading,unloading complete Job 450 mm dia.

Providing and laying of reinforced cement concrete pipe NP3 in proper positions and slope on first class bedding of granular material in single row ,incld excavation,back filling and cushioning over pipes to the required gradient and camber ,fixing collar with cement mortor 1:2 mix concrete incld cost of pipes and carriage by mechanical transport from source to site loading,unloading complete Job 900 mm dia.

Protection Works(R-Wall :-Earth work in excavation in all kinds of soil 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 by site Engineer

Supply and filling of dry stone soling in foundation trenches/ under floors tightly hand packed with hand ramming, dressing , watering incld. carriage of material from source to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages.

Random Rubble masonry with hard stone in foundation and plinth using Quarry Stone including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) including all carriages.

Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bond stone including all carriages.