Construction of Water Reservoir at Manwah under UT Capex 2025-26 (JKSSR 2022)- 1 Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m 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:(a) All kinds of soil 2 (b) Ordinary rock 3 Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work)(a) 25 mm dia. nominal bore 4 (b 20 mm dia. nominal bore 5 (c) 15 mm dia. nominal bore 6 Providing and fixing HDPE pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) (a) 50mm dia 7 (b) 40mm dia 8 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. 9 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)(a) 50 mm dia. nominal bore 10 (b) 40 mm dia. nominal bore 11 (c) 25 mm dia. nominal bore 12 (d) 20 mm dia. nominal bore 13 Carriage of G.I Pipe from jammu to Road side of work by an average distance 230 km by mechanical transport including loading,unloading and stacking at place. 14 Carriage of G.I Pipe from Road side to site of work by an average distance 700 meter by Headload including loading,unloading and stacking at site of work. 15 Carriage of HDPE Pipe from jammu to Road side of work by an average distance 230 km by mechanical transport including loading,unloading and stacking at place. 16 Carriage of HDPE Pipe from Road side to site of work by an average distance 700 meter by Headload including loading,unloading and stacking at site of work. 17 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete(a) 25 to 40 mm nominal bore 18 Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone 19 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 20 (b) Ordinary rock 21 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 : 22 (b) Ordinary rock 23 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) 24 Providing and laying in position machine batched and machine mixed design mix M-25grade cement 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 in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability 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 25 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement 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 in recommended 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 as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level 26 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto15°, 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) 27 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 excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 28 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) 29 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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 30 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. 31 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) 32 Centering and shuttering including strutting, propping etc. and removal of form for:(a) Foundations, footings, bases of columns etc. for mass concrete. 33 (b) Extra for shuttering in circular work (20% of respective centering and Shuttering items) 34 (c) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. 35 (d) Extra for shuttering in circular work (20% of respective centering and Shuttering items) 36 (e) Lintel, beams, plinth beams, girders, bressumers and cantilevers. 37 (f) Arches, domes, vaults upto 6 m span 38 (g) Suspended floors, roofs, landings, balconies and access platforms. 39 (h) Edges of slabs and breaks in floors and walls Under 20 cm wide 40 12mm Cement plaster finished with a floating coat of neat cement of mix 1 : 3 ( 1 cement : 3 fine sand) 41 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) 42 Extra for plastering on circular work not exceeding 6m in radius:.1 In one coat 43 Providing and fixing Cover L.D. Rectangular 455x610mm with frame 44 Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) 45 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. 46 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. 47 Providing and incorporating Galvanised steel plain sheet strips in joints (width upto 20cm) 48 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) 49 Providing and fixing plain PVC bends (ISI) of required degree.100mm dia (LMR) 50 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) 51 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. 52 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) 53 Carriage of Cement from source to site of work by an average distance 14km by Mechanical Transport including loading unloading and stacking at place. 54 Carriage of Steel from source to site of work by an average distance 14km by Mechanical Transport including loading unloading and stacking at place. 55 Carriage of Cement from source to site of work by an average distance 300 meter by headload including loading,unloading and stacking at place. 56 Carriage of steel from source to site of work by an average distance 300 meter by headload including,loading unloading and stacking at place. 57 Carriage ofStonefrom source to site of work by an average distance 1km by headload. including loading unloading and stacking at place. 58 Carriage of Sand and Stone aggregate 20mm nominal size from source to site of work by an average distance 35km by Mechanical Transport including loading,unloading and stacking at place. 59 Carriage of Sand and Stone aggregate 20mm nominal size from source to site of work by an average distance 300meter by headload. including loading, unloading and stacking at place. 60 Carriage ofStone aggregate above 40mm nominal size from source to site of work by an average distance 35 km by Mechanical Transport including, loading unloading and stacking at place. 61 Carriage ofStone aggregate above 40mm nominal size from source to site of work by an average distance 300m by headload. including loading unloading and stacking at place. 62 Carriage of Bricks from source to site of work by an average distance 200 km by Mechanical Transport including, loading unloading and stacking at place. 63 Carriage of Bricks from source to site of work by an average distance 300 metre by headload including, loading unloading and stacking at place.
