Establishment of 20 MT Capacity Spawn Production Laboratory under HADP Project Promotion of Mushroom Cultivation at Gole Pully Talab Tillo Jammu

Clearing of site by employing labour, tool and tackle, men and machinery for start of work. The job includes labour cost, hire charges of tools and tackles, machinery and taxes as applicable

Earth work in excavation by manual means 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 Foundation for plinth work Foundation for columns Paver Stairs Total = 44.05 m3

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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) Foundation for plinth work Foundation for columns Paver Stairs Volume Flooring Total = 44.44 m3

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:2:4 (one cement: Two coarse sand: Four Graded stone aggregate 20 mm nominal in size) Foundation for plinth work Foundation for columns Paver Stairs Volume Flooring Total = 76.01 m3

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns Plinth above NSL Total=94.80 m2

Providing and laying river bed material / good earth including loading unloading and watering after every layer of 30 cm. The rolling is to be done by hand rammer. The rate includes supply and carriages and all forms of taxes. Volume Flooring Total = 132.67 m3

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick 20 mm size stone aggregate. Area Flooring Total = 327.18 m2

DSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Columns a. 10 mm rebars for column mesh Flooring(300 mm c/c) a. 10 mm rebars Tie beam a. 10 mm rebars b. 8 mm stirrups ( 300 mm c/c) Total = 1839.34 kgs

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete A. SHED Columns(80 x 80 x 4 mm) M.S. Plates 300x300x6 mm 300x300x10 mm M.S. Anchor Bolts with nuts(20 mm x 750 mm) Truss/Rafters/purlins Outer members of truss including king post (80x40x4 mm) Inner members of truss (60x40x3 mm) Purlins(60x40x2.5 mm) Side rails (50x25x2.5 mm) Columns(60 x 40 x 3 mm) Total Weight = 5471.98 kgs

Providing and fitting of 0.50 mm pre profiled colour coated corrugated sheets to be laid over a frame work of trusses columns and purlins using hot dipped Zinc Coated self-drilling screws, Hexagonal Washers, Fasteners etc. Total = 417.16 m2