Construction of GSRs : 10000 Glns (One Number) , Collection Tank ( One Number),Pipe network for providing household water connection to Left Out habitations of Water supply scheme Kumait of Jal Shakti Hydraulic Division Ramban under JJM.Note:- The completion of GSR`s includes laying & fitting ofpipes viz.delievery , washout, overflow upto valvepit including fixing of valves for testing commisioning. - 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 50meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : 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, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and, including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer-in-Charge. All kinds of soil : 3 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) 4 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-in- charge. 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 upto plinth level 5 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-in- charge. 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 6 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) 7 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) 8 Providing and laying cement concrete in retaining wall, walls (Any Thickness including attached pilasters, columnsm piers, avutmentsm pillars, posts, struts,buttresses,string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor V level, including curing but excluding the cost of centring , shuttering and finishingwith : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 9 Providing and laying in postion cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All works upto plinth level with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT steel of grade Fe 500 or more 11 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) 12 Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. 13 Extra for shuttering in circular work 14 Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 15 Extra for shuttering in circular work 16 Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.. 17 Extra for shuttering in circular work 18 Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid) 19 Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. 20 Edges of slabs and breaks in floors and walls Under 20 cm wide 21 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. 22 12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand) 23 Extra for plastering on circular works 24 Providing & Incorporating during concreting GP sheet stripe water seal 1.25mm (nominal thick) at construction joints including jointing of hence so as to form a continuous barrier, strips area (excluding laps) to be measured 20cm in width. 25 Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) 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 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. 28 Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece as in manhole cover on top of the dome/spring cover with locking arrangement. 29 Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etccomplete 30 Providing and fixing brass bib cock of approved quality 15 mm with nominal bore 31 Providing and fixing of brass Ferrule with CI mouth cover including boring and tapping the main 15 mm nominal bore 32 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. 33 Providing and fixing S.C.I. S & S 100 mm dia bend 34 Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S 35 Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe. 36 Providing and fixing G.I. pipes complete for washout , overflow and InletG.I Pipe 80mm (m) 37 Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes 40mmØ 38 Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes 32mmØ 39 Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. G.I. Pipes 25mmØ 40 Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. G.I. Pipes 15mmØ 41 Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. HDPE Pipes 63 mm Ø 42 Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. HDPE Pipes 50 mm Ø 43 Making connection of G.I Distribution branch with G.I Main of following sizes by providing and fitting Tee, including cutting and threading the pipes etc complete.25-40mm nominal bore 44 Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete50mm to 80mm dia. 45 Providing and fixing gun metal gate valve with C.I wheel of approved quality ( Screwed End) 40 mm Dia 46 Carriage ofcement from nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 30 Km MT and 5000 m by Manual means. 47 Carriage ofSteel from nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 30 Km MT and 5000 m by Manual means. 48 Carriage ofSandfrom nearest Source (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 150 Km MT and 5000 m by Manual means. 49 Carriage ofStone Aggregate 20mm nominal sizefrom nearest Source (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 30 Km MT and 5000 m by Manual means. 50 Carriage ofStone Aggregate (40-65)mm nominal sizefrom nearest Source (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 30 Km MT and 5000 m by Manual means. 51 Carriage of stone aggregate (Crushed) upto 40 mmby Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage2000m 52 Carriage of G.I Pipe from nearest market to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 150 Km MT and 5000mtr by Manual Means. 53 Carriage of HDPE Pipe from nearest market to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 150 Km MT and 5000mtr by Manual Means
