Construction of Tourist and Amarnath Yatra interception Centre at Pahalgam

Earth work in excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m Sq. 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: Incl Dewatering

Supplying and laying of quarry stone soling hand packed tightly incl ramming watering and filling of interstices inel all carriage complete job

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

Providing and laying in position cement concerete of specified grade 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size crushed aggeregate) for reinforced cernent concrete works excluding the cost of centering, shuttering, and reinforcement. All work at upto Plinth levels. M-20.

Reinnforcement for RCC work inel bending cutting complete job FE 500d

P/F of 20mm dia 450 mm long anchor bolts with nuts complete

Providing and laying in position cement concrete of specified grade including curing but excl the cost of centring and shuttering. All work with 1:2:4 aggregate 20 mm incl all carriage complete job

Centering and shuttering including strutting, propping and removal of form

steel work welded in built up sections / framed work , including cutting , hoisting , fixing in position and applying a priming coat of approved strel primer using structural ate ne os required

Providing and fixing in position, 100 mm thick factory made sandwiched puf panels between two Engineered sheets of pre coated profiles sheet of 0.8 mm (+0.05%) with plain on one side and corrugation on other side both the sides total coated thickness with zinc coating 120 grams per sqm as pet IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns, the panel shall be of dis-continuous linc. Sheet should have protective guard film of 10 25 microns minimum to avoid scratches during transportation. The sand witch panel core shall consist of 50 mm thick puf of density not less than 40 kg/ per cum(+/-2). Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge The panels should be GRIHA certified panels only.