Stabilization of hill slope along approach road to Field Hostel Block-A and Protection of upper bench behind Field Hostel Block-A at Kiru HEP, Patharnaki, Dist. Kishtwar

Amount

Earth work in bulk excavation by manual means 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

Ordinary rock

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

Providing and laying in position plum concrete using 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) cement concrete 60% and plums (soling stone) 40% including curing and all charges except the cost centring and shuttering: All work upto plinth level:

Providing and laying in position plum concrete using 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) cement concrete 60% and plums (soling stone) 40% including curing and all charges except the cost centring and shuttering: All work above plinth level:

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 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 for: Foundations, footings, bases of columns etc. for mass concrete

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes 75 mm diameter

Drilling of holes of 25mm dia using Jack Hammer on rock surface at all levels including cost of air compressor, all tools & plants, labour charges, etc.

Providing and fixing anchor bars using 16mm dia TMT bars on drilled holes and grouting the holes with cement grout above plinth level as directed complete finished item.

JDNS ENGINEERING WORKS

SHARI AKHTAR HUSSAIN LONE