Tender For Water Supply Scheme Gurah Under Jal Jeevan Mission P- 1 Tube Well (Discharge 3500 GPH) at Gurah (Meen Charkan) Deep drilling of Tube well by direct rotary/dual rotary method with safe discharge not less than 3500 GPH along with clearance of site by way of bush cutting, making approach road, shifting of machinery, tools and tackle all material, prepration of site, proper drilling of gravel packed bore 530 mm dia for lowering of linear assembly and staner pipes of 300/250 mm dia 8mm thickness in all types of strata and conditions upto required depth (minimum 250 mtr or technically feasable depth) for acquiring desired discharge including cost of blind pipe & stainer, development of tube well by air compressor of adequate capacity and stabilization and testing of tube well by way of VT/submerssible pump set as per IS code Part -1 2800 of 1992 & IS -800 Part II of 1979 with upto date ammendments to give clear potable water having discharge as per specifications is yielded including cost of ERW MS casing Pipes 300/250 mm dia 8mm thick, slotting of ERW MS Casing pipes 300/250 mm dia 8mm thick, fabrication,providing and fitting of sttel supporting clamps.at at proposed tube well site Gurah (Turn Key Basis) 2 Mechanical Works: Proposed T/well Gurah Meen Charkan) : Providing, installation, testing and commissioning of Submersible pump sets of 3500 GPH x 100 mtrs. head (01 No. working + 01 No. standby) along with allied electro-mechanical works at proposed T/well No. Gurah nallah. Design, fabrication, insallaiton, testing & commissioning of fully automatic LT control panel for submersible pump along with allied works..Providing, fitting, installation and testing of manual 5 ton capacity chain blockfor extraction & lowering of submersible pumpset. Providing, installation, testing and commissioning of 02 nos. (01 no. working + 01 no. standby) HC pumpsets 5000 GPH x 150 mtrs. head along with other allied works. Design, fabrication, installation, testing & commissioning of LT Control Panels for 02 nos. HC pumpsets along with automation and other allied works. Providing , installation, testing and commissioning of 100 KVA Voltage stablizer with allied works. Improvement/ recapitalization of existing/ new electro- mechanical machinery during completion of the WSS Gurah 3 Electrical work at tube well station GurahCreation of 100 KVA electric sub station complete including Laying of H.Tand L.Tline on steel tubular poles, with weasel conductor, earthing complete, L A Set, DOF set, link set, LT cablesincluding connection with H.T line complete job. 4 Civil Works: Construction of 2 Nos Pump Room buildingsnear proposed tube wells at Gurah, and existing pumping station Gurgi (Items Rate) Earth work inbulk excavation by means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil 5 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) 6 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 7 Dumping and supply of stone in Horizontal on level 8 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete 9 Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand) 10 Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level 11 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 20mm nominal size) 12 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 13 Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns . 14 Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. 15 Edges of slabs and breaks in floors and walls under 20 cm wide 16 Lintel, beams, plinth beams, girders, bressumers and cantilevers. 17 Providing and fixing 1mm thick M.S sheet door with frame of 40x60x6 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 M.S angles 40x60x6mm for diagonal braces 18 Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel promer all complete.Fixed to steel windows by welding 19 Steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a primer coat of approved steel primer using structural steel etc. as required in grantings, frames, guard bars, ladder, railings, brackets, gates and similar works 20 Steel work in single section fixed with orwithout connecting plate including cutting ,hoisting and placing in position and priming coatof approved steel primer all complete 21 Cement plaster (in coarse sand) 15mm Cement plaster of mix:1:6 (1 cement: 6 coarse sand) 22 12mmthick Cement plasterof mix : 1:4 ( 1 cement : 4 coarse sand)Ceiling and projections 23 Cement concrete flooring 1:2:4 (1 cement: 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. complete40mm thick with 20mm nominal size stone aggregate 24 10cm thick (average) mud phaska of damped brick eartjh on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of eatrth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 ( 1 cement: 3 fine sand) mixed with 2 % of integral water proofing compound by weight of cement and finishing neat.With machine moulded Common burnt clay (Non modular) brick tiles of class designatgion 10.0 25 Providing gola 75x75 mm in cement concrete 1:24 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase. 26 White washing with lime to give an even shade 27 Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm 28 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work 29 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete 30 Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia. 31 Carriage of Sandby Mechanical Transport from source to site of work for an av. distance of 12 km. 32 Carriage ofBajri (below40mm) by Mechanical Transport from source to site of work for an av. distance of 12 km. 33 Carriage ofBajri (above 40mm) by Mechanical Transport from source to site of work for an av. distance of 12 km. 34 Carriage ofsoling stone/ boulders by Mechanical Transport from source to site of work for an av. distance of 8 km. 35 Carriage of Brickfrom brich klin to site of work by M.T average distance 12 km. 36 Carriage of tilesfrom brick klin to site of work by M.T average distance 12 km. 37 Provision of Electric fitting inculdingunder ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and Led bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line (Complete Job).(Turn Key Basis) 38 Construction of10000 GallonsSump Tank near proposed tube well at Gurah (Items Rate) Earth work inbulk excavation by means over areas (Exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr as directed by Engineer in Charge. In all kinds of soil. 39 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) 40 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 41 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Bed Slab+ Gola) 42 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works above plinth level upto floor level V (Walling, beams) 43 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 44 Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns . 45 Extra for shuttering in circular work (20% of respective centering and shuttering 46 Centring and shuttering including strutting, propping etc and removal of form forwalls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. 47 Extra for shuttering in circular work (20% of respective centering and shuttering 48 Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. 49 Extra for shuttering in circular work (20% of respective centering and shuttering 50 Centring and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span. 51 12mm plaster finished with a floating coat of neart cement of mix: 1:3 (1 cement : 3 coarse sand) 52 12mm cement plaster of mix:1:4 (1cement: 4 coarse sand) 53 Extra for plastering on circular work not exceeding 6m in radius:In one coat 54 Cement concrete flooring 1:2:4 (1 cement: 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.40mm thick with 20mm nominal size stone aggregate 55 Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement 56 Providing and fixing AC plain, bends 80mm dia 57 Providing and fixing of 80 mm dia GI pipe in trenches including cost of pipe and filling 58 Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm 59 Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth,lead upto 50 m and lift upto 1.5mtr. 60 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work 61 Steel work welded in built up sections formanhole cover,ladders railings ete 62 Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 12 km. 63 Carriage ofBajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 12 km. 64 Carriage ofBajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 12 km. 65 Construction of20000 GallonsGround storage reservior at pumping station Meen (Items Rate) Earth work inbulk excavation by means over areas (Exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr as directed by Engineer in Charge. In all kinds of soils. 66 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) 67 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 68 Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately.All works upto plinth level (Bed Slab+ Gola) 69 Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works above plinth level upto floor level V (Walling, beams) 70 Reinforcement 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 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) 71 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 72 Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns . 73 Extra for shuttering in circular work (20% of respective centering and shuttering 74 Centring and shuttering including strutting, propping etc and removal of form forwalls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. 75 Extra for shuttering in circular work (20% of respective centering and shuttering 76 Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. 77 Extra for shuttering in circular work (20% of respective centering and shuttering 78 Centring and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span. 79 12mm plaster finished with a floating coat of neart cement of mix: 1:3 (1 cement : 3 coarse sand) 80 12mm cement plaster of mix:1:4 (1cement: 4 coarse sand) 81 Extra for plastering on circular work not exceeding 6m in radius:In one coat 82 Cement concrete flooring 1:2:4 (1 cement: 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.40mm thick with 20mm nominal size stone aggregate 83 Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement 84 Providing and fixing AC plain, bends 80mm dia 85 Providing and fixing of 80 mm dia GI pipe in trenches including cost of pipe and filling 86 Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm 87 Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth,lead upto 50 m and lift upto 1.5mtr. 88 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work 89 Providing and fixing of GI bends 100mm dia including welding of plates 90 Steel work welded in built up sections formanhole cover,ladders railings etc. 91 Carriage of Sandby Mechanical Transport from source to site of work for an av. Distance of 12 km and 100 mtr by head load 92 Carriage ofBajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 12 km and 100 mtr by head load. 93 Carriage ofBajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 12 km and 100 mtr by head load. 94 Construction of Compound walls around Tube well station at Gurah (Items Rate)E/work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as directed.(All kind of soil) 95 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) 96 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 97 Dumping and supply of stone in Horizontal on level 98 Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns . 99 Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand) 100 Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level 101 Half brick masonry withcommon brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curingin cement mortar 1:4 (1 cement: 4 coarse sand) 102 Extra for Half Brick work masonry in superstructure above plinth level upto floor V level 103 15mmthick Cement plasterorrough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand) wall with plinth 104 Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm 105 Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 12 km. 106 Carriage ofBajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 12 km. 107 Carriage ofBajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 12 km. 108 Carriage ofsoling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 8 km. 109 Carriage of Brickfrom klin to site of work by M.Taverage distance12 km 110 Steel work welded in built up sections for ladders railings,gates etc using structural steel including cutting/hoisting fixing in position including priming coat. 111 Writing on walls for different components of Water supply scheme and Fabrication, erection, painting and writing of Sign board (Turn key basis) 112 Strengthning of existing 20,000 Gallons GSR at Makoriwala Dismantling of RCC work 113 Extra labour to be engaged for taking out the mulba of dismantled RCC from the GSR 114 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Bed+ Gola) 115 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Walling+ dome) 116 12mm plaster finished with a floating coat of neat cement of mix: 1:3 (1 cement : 3 coarse sand) 117 Extra for plastering on circular areas 118 12mm cement plaster of mix:1:4 (1cement: 4 coarse sand) 119 Extra for plastering on circular areas 120 Reinforcement for RCC work including straightening of bars, cutting bending placing in position and bending complete 121 Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns . 122 Extra for shuttering in circular work (20% of respective centering and shuttering 123 Centring and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span. 124 Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm 125 Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement 126 Providing and fixing AC plain, bends 80mm dia 127 Steel work welded in built up sections including centring hoisting and fixing in position and applying priming coat for ladder railing etc. 128 Carriage of Sand and bajri upto 20mm by Mechanical Transport from source to site of work for an av. distance of 12 km and 100 mtr by head load. 129 Pipe Works: Providing , Laying and fitting of Rising mainand Distribution System Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides and rammingof bottoms lit upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soils 130 Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth,lead upto 50 m and lift upto 1.5mtr. 131 Providing, Laying & fitting ofG.I pipes( ofanymakeas per Bureau of Indian Standard)for Rising main and Distribution systemincluding clearance of site, providing& fixing of all required fittings / specials/ Gate Valves/Sluivce Valves/ Check Valves (ISI marked branded makealong with allied accessories,construction of required valve pits/mainfolds, making connections & interconnections weherever required, .carriages of all sorts complete with testing & commissioning (complete Job/rm). 132 Providing and laying of Rising Main / distribution system: GI pipe 80mm dia (Medium) 133 GI pipe 80mm dia (Light) 134 GI pipe 65mm dia 135 GI pipe 50mm dia 136 GI pipe 40mm dia 137 GI pipe 25mm dia 138 GI pipe 20mm dia 139 Provision for fabrication of joints by way of welding for Rising mains and distribution system (complete job) (Turn key basis) 140 Dismanttling tile work in floors laid in cement mortor including stacking material within 50mtrs and relaying of tile after laying of pipe as per instructions of site engineer (Complete Job) 141 Dismanttling of Bitumen course by mech/manually means and disposal of dismanttled material upto lead of 50 mtr and laying of B.T surface with 25mm thick top layer after laying of pipe as per instructions of site engineer(Complete Job) 142 Providing of functional house hold connections including providing of G.I pipes, fittings etc. (Complete job)
