Tender For Construction Of Niabat Office At Dhandrath, Distt. Ramban; 1 Earth work in 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) includingdisposal of excavated earth lead upto 1meters from cutting edge, disposed earth to be levelled and neatlydressed in 75% all kind of Soil & 25% ordinary rock 2 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, cesspitsand 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 ofexcavated earth up to 1mtrfrom cuttingedge, disposed earth75% All kind of soil& 25% Ordinary Rock 3 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: i) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size 4 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 5 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) 6 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strutsupto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 7 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 8 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. 9 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 10 Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts 11 Centering and shuttering including strutting, propping etc. and removal of form for Lintel, beams, plinth beams, girders, bressumers and cantilevers. 12 Centering and shuttering including strutting, propping etc. and removal ofform for: Suspended floors, roofs, landings, balconies and access platforms 13 Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide 14 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. 15 Carriage ofSandfrom Source to site of work by Mechanicaltransport including loading /Unloading completefor an avg distance of 100 km by MT 16 Carriage ofStone agg. above 40 mmfrom Source to site of work by Mechanicaltransport including loading /Unloading complete for an avg. distance of 5kmby MT 17 Carriage ofStone agg. below 40 mmfrom Source to site of work by Mechanicaltransport including loading /Unloading complete for an avg. distance of 5kmby MT
