Construction of Water Reservoir at Upper Barassu underUT Capex 2025-26 (JKSSR 2022)- 1 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.(a) All kinds of soil : 2 (b) Ordinary rock 3 Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected:(a) All kinds of soil : 4 (b) Ordinary rock 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 6 Concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately. All works upto plinth level 7 Concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level 8 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair 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) 9 Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excludingthe cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 10 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) 11 Steel 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. 12 Centering and shuttering including strutting, propping etc. and removal of form for:(a) Foundations, footings, bases of columns etc. for mass concrete. 13 (b) Extra for shuttering in circular work (20% of respective centering and Shuttering items) 14 (c) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 15 (d) Extra for shuttering in circular work (20% of respective centering and Shuttering items) 16 (e) Lintel, beams, plinth beams, girders, bressumers and cantilevers. 17 (f) Arches, domes, vaults upto 6 m span 18 12mm Cement plaster finished with a floating coat of neat cement of mix:1 : 3 ( 1 cement : 3 fine sand) 19 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) 20 Extra for plastering on circular work not exceeding 6m in radius: In one coat 21 Supply of cover L.D Rectangular 455 x 610 mm with frame including fixing etc. 22 Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) 23 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 with 20mm nominal size stone aggregate. 24 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 25 Providing and incorporating Galvanised steel plain sheet strips in joints (width upto 20cm) 26 Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) 27 Providing and fixing plain PVC bends (ISI) of required degree.100mm dia (LMR) 28 Providing and fixing G.l. pipes complete with G.l. fittings excluding trenching and refilling etc. (external work) of varying nominal bore for washout/delivery mains,welded with M.S Plate 1.25mm thick 150x150mm size etc complete job (Market rate) (a) 50 mm dia. Gl pipe (Medium) 29 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. 30 Providing & installation of Sign Board of sizewith angle Iron frame of size 50 x 50 x 6 mm PGI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge.(complete job) 31 Carriage ofcement& steel from source to road side of work by an average distance 20 km by Mechanical transportincluding loading,unloading & stacking at place. 32 Carriage ofcement from road side to site of workby an average distance 02 km by headload including loading,unloading & stacking at place. 33 Carriage of steel from road side to site of workby an average distance 02 km by headload including loading,unloading & stacking at place. 34 Carriage ofSand & stone aggrigate upto 40 mm nominal size from source to road side of work by an average distance 40 km by Mechanical transportincluding loading,unloading & stacking at place. 35 Carriage of sand and stone aggrigate upto 40 mm nominal size from road side to site of workby an average distance 02 km by headload including loading,unloading & stacking at place. 36 Carriage ofstone aggrigate above 40 mm nominal size from source to road side of work by an average distance 40 km by Mechanical transportincluding loading,unloading & stacking at place. 37 Carriage of stone aggrigate above 40 mm nominal size from road side to site of workby an average distance 02 km by headload including loading,unloading & stacking at place.
