Construction of Police Station at Qammerwari Srinagar under Account Head Area Domination Plan ASUMP.

Design, Consultancy and preparation of Conceptual Architectural Designs for all the components, site inspection, Soil Investigation and all required tests, preparation of contour plan, site plan, building layout plan, architectural drawings, sections, elevations, Structural Designs, electrical layout, sanitary and plumbing drawings, drainage system, boundary wall and main gate design, 3D perspective views , working drawings including vetting of drawings from IIT/NIT/ DIQC and to the complete satisfaction of the concerned AEE and autheticated by Executive Engineer PCD J&K before hiring. THE ABOVE DRAWINGS SHALL HAVE TO BE PROVIDED AS Five (05) SETS OF HARD COPIES (03 Sets in A0 Size and 02 Sets in A3 Sizes) & ONE SET OF SOFT COPY OR MORE IF REQUIRED. Payment shall be made only after rceipt of tax invoice from the architectural of minium value of 1% of the allotted cost.

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

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 EIC Ordinary Rock

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material All kinds of soil

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.

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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)

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 40 mm nominal size)