Improvement of Channel by way of construction of walling section of distributary No.8 of MRC near RD 100 to 150M and RD 2200M- 1 Dismantling Dry stone pitching in aprons, drains, etc. including stacking of serviceable material & disposal of unserviceable material, stacking /disposal lead upto 100 meters. 2 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.. 3 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix) 4 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 asdirected:. ALL KINDS OF SOIL. 5 Providing and laying in position cement concrete of specified grade including curing butexcluding 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) 6 Providing and laying in position cement concrete of specified grade including curing butexcluding 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) 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 with 1:1½:3 (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 above plinth level. Cold twisted bars 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 work for: Suspended floors, roofts, landing, balconies and access platforms. 11 Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. 12 Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs breaks in floors, and walls and above 20 CM wide. 13 12MM cement plaster of mix 1:4 . 14 Filling available excavated earth ( excluding rock) in trenches,plinth sides of foundations, etc in layers not exceeding 20CM in depth, consolidating each deposited layer by ramming and watering lead upto 50M and lift upto 1.5M. 15 Carriage of material from source to site of work : A) Sand & Bajri average distance 10 KM by MT. Please Enable Macros to View BoQ information
