Construction of 48 mtr Span Steel Truss Foot Bridge Through Type at Sohal Paddar over river Chenab and Construction of 50 mtr Span Steel Truss Foot Bridge Through Type at Lossani Village Panchayat Machail Paddar under SASCI

Design, Soil Investigation, Load Testing and Design vetting from competent authority i.e. NIT/IIT/DIQC for Construction of 48mtr Span Steel Truss Foot Bridge (Through Type) at Sohal Paddar over river Chenab including construction of Approaches on both sides, Supply, Fabrication, Launching , flooring with 6mm thick chequerred plates, railing, Priming of steel members, its painting with good quality Synthetic Enamel paint ,width of bridge 1.8 mtr including all leads and lifts carriage and all other allied works complete in all respects as per the direction of Engineer in-charge (complete job in all respects) (Under SASCI) (EPC Mode)

Design, Soil Investigation, Load Testing and Design vetting from competent authority i.e. NIT/IIT/DIQC for Construction of 50 mtr Span Steel Truss Foot Bridge (Through Type) at Lossani Village, Panchayt Machail Paddar over river Chenab including construction of Approaches on both sides, Supply, Fabrication, Launching , flooring with 6mm thick chequerred plates, railing, Priming of steel members, its painting with good quality Synthetic Enamel paint ,width of bridge 1.8 mtr including all leads and lifts carriage and all other allied works complete in all respects as per the direction of Engineer in-charge (complete job in all respects) (Under SASCI) (EPC Mode)

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: 2.9.1 All kinds of soil :

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)

Random Rubble masonry with hard stone in foundation and plinth 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: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth:7.3.2 Without bond stone

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 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for:4.6.1 Foundations, footings, bases for columns

Hand Packed stone filling in Horizontal on level including cost of stone

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)