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Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Anantnag District / Geographically Hilly Gravity Zones For Execution Of Jal Jeevan Mission ( Jjm ) Works- 1 Earth work in bulk excavation by manual means over ar, Bhijbehara-Jammu And Kashmir

Public Health Engineering Department-PHED has published Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Anantnag District / Geographically Hilly Gravity Zones For Execution Of Jal Jeevan Mission ( Jjm ) Works- 1 Earth work in bulk excavation by manual means over ar. Submission Date for this Tender is 24-01-2022. Construction Material Tenders in Bhijbehara Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

29899858
Corrigendum : Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Anantnag District / Geographically Hilly Gravity Zones For Execution Of Jal Jeevan Mission ( Jjm ) Works- 1 Earth work in bulk excavation by manual means over ar
Open Tender
Indian
Jammu And Kashmir
Bhijbehara
24-01-2022

Tender Details

Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Anantnag District / Geographically Hilly Gravity Zones For Execution Of Jal Jeevan Mission ( Jjm ) Works- 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. 2 All kinds of soil 3 Ordinary Rock 4 Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. 5 All kinds of soil 6 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : 7 All kinds of soil 8 Ordinary Rock 9 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 as directed ( 1 meter from cutting edge ) 10 All kinds of soil 11 Ordinary Rock 12 Providing and laying of dry stone solling tightly hand packed on horizontal levels. 13 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: 14 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 15 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 16 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 17 1:2:4 in Walls (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 18 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 19 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 20 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 21 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 22 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 23 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 24 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 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. 26 All works upto plinth level 27 All works above plinth level upto floor V level 28 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) 29 Cement mortar 1:4 ( 1 cement : 4 coarse sand) 30 Cement mortar 1:4 ( 1 cement : 6 coarse sand) 31 Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level 32 Centering and shuttering including strutting, propping etc. and removal of form for: 33 Foundations, footings, bases of columns etc. for mass concrete. 34 Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc 35 Lintel, beams, plinth beams, girders, bressumers and cantilevers 36 Columns, pillars, piers, abutments, posts and struts. 37 Suspended floors, roofs, landings, balconies and access platforms. 38 Stairs (excluding landings) except spiral staircases 39 Edges of slabs and breaks in floors and walls 40 Under 20 cm wide 41 Arches, domes, vaults upto 6 m span 42 Extra for arches, domes, vaults exceeding 6 m span 43 Extra for shuttering in circular work (20% of respective centering and Shuttering items) 44 Foundation 45 Walls 46 Beams 47 Domes 48 12mm Cement plaster finished with a floating coat of neat cement of mix: 49 1 : 3 ( 1 cement : 3 fine sand) 50 1 : 4 ( 1 cement : 4 fine sand) 51 1 : 4 ( 1 cement : 4 coarse sand) 52 1 : 6 ( 1 cement : 6 fine sand) 53 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. 54 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Hot rolled deformed bars 55 P/ F of M.S lid / ventilator incld connecting of S.R with supply system complete job 56 P/ F of M.S lid / Angle Iron Ladder complete job 57 P/ M of water proofing compound to cement concrete @ 1kg/50 kg 0f cement. 58 Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( Welded) 59 Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( Welded) 60 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 61 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm 62 Providing & incorporating ( during conc.) G.P sheet strips water seal 1.25 mm thick at construction joints incld jointing of ends so as to form a continous berries. 63 Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2 64 Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gram/m2 65 Providing and fixing plained eaves boarding. 2nd class kail wood 250x32 mm (nominal size ) 66 Providing and fixing of 12 mm thick Ply Board soffit along with supporting of First Class Popular wooden ballies 67 P/F hand rail of apprved size by welding etc to stainless steel ladder railing, balcony railing and stair case railing and similar work. 68 P/F hand rail of apprved size by welding etc to stainless steel ladder railing, balcony railing and stair case railing and similar work. 69 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood 70 First class kail wood (35 MM THICK) 71 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). First class kail wood (35 MM THICK) 72 Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge :First class kail wood 73 Providing & fixing water closet squarting pan (Indian type with 100 mm sand cast iron P or S trap 10 ltr,Low level PVC flashing cistern including flushing pipe and making good the walls and floors wherever required (Orrisa pattern with integral foot type) 74 P/f of Salem stainless steel Kitched Sink size 610x510x200 mm 75 P/F of PVC Waste Pipe for Sink including waste pipe 76 Providing and fixing panelling or panelling and glazing in panelled or panelledand glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Decorative ply wood both side decorative veneer (type 1) conforming to IS 1328 BWR type 77 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.First class Kail Wood 78 P/F of corrogated GS sheets incl. vertical/curved surfaces with polymer coated JRL hooks 0.50 mm thick 79 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover 80 Applying priming coat:With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 81 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work 82 Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.1 mm thick 83 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/10 sqm. Over & including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 84 Flooring with marble stone of specified thickness as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including rubbing, polishing and curing complete with:Makrana White Second quality (16mm thick) 85 P/F of 1st quality ceramic glazed tiles confirming to IS : 13753 of minimum thickness 5mm of approved make like NITCO, ORIENT,SOMANY,KAJARIA or equivalent make in all colour, shades except bergandy, bottle green, black of any size as approved by Err. incharge in skirting, risers of steps and dados over 12mm thick bed of cement mortor 1:3 (1 cement, 3 coarse samd) and jointing with grey cement slurry @ 3.30 Kgs/SM including pointing in white cement mixed with pigment of matching shade complete. 86 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete.In all colours, shades, except White, Ivory, Fume Red Brown 87 Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm 88 Fabrication providing/fixing MS ladder wherever is required comprising of 50x50x6mm angle iron with chequered plate complete job. 89 Providing & fixing of M.S eves boarding including MS Angle backing, painting with synthetic enemal paint over metal primer of reputed brand and manufacture, 300mm wide complete. 90 P/F of glass panes 4mm thick with wooden fillets 91 Providing & laying of filter media effective size of sand varies from 0.45 mm to 0.70 mmhaving uniformity coefficient between 1.30 to 1.75 & should be dust free & free from other organic impurities to be obtained from Ganderbal Nallah & the size of gravel should varry from 2mm to 40mm incld all carriages complete. 92 L/F of100mm dia GI pipes. 93 200 mm dia 94 150 mm dia 95 100 mm dia 96 80 mm dia 97 100 mm NRV 98 Supply and fixing of lightening conductor complete job 99 P/L of Baramullah stone slabs of required size and quality incld loading unloading with all carriages leads lifts upto actual site of work complete. 100 P/F of ,DI sluice valves confirming IS 780 read with upto date amendments standard make meant for pipe gallery in filter beds required to be operated from operating plateform height 4.5m. Hence suitable arrangement for manual operations to be provided. the job includes P/F and fabrication of MS 6mm thick tail pieces as per site requirement, nuts bolts and seals. the sluice valves should be fitted with extension rods, pedestrial etc (Filter beds, inlet and outlet). Complete job. (125mm) 101 P/F of 80mm dia PVC under drainage laterals 8mm thick fabricated out of Korean foam or prince make with 9mm perforations as per design in the bed provided at 60° along with PVC, Tees and end caps to be grouted in M-25 grade cement conc at ends. the pressure rating 10kgs/Cm². 102 Providing and supplying mating of approved quality in two layers as approved by Engineer 103 Providing installation testing commissioning of double flanged MS pipes of 6mm thick. The job includes cutting welding and fabrication complete job. 104 125 mm dia 105 80 mm dia 106 P/F of air blower (Everest make or Kay make) capable for providing compression @ 2.25 cum per minute @ 0.35 kG/Sqmwith suitable 3 phase induction motor with auxilary pipe system up to filter beds filling pressure guage nozzels cement conc block base plate air check valves , non return valves,cement conc block in M-20 grade foundation bolts base frame fabricated out of 100mm MS channels,the job also includes PRV pipe and pipe fittings starters and PVC 19/18 copper wire complete job and other electrical controlling devices fitted on pannel board. Complete job. 107 Providing installation testing commissioning ofmonoblock pumping equipment capable of lifting of 35 cum per hour for a height of 20m with 3 phase appropriate rating power induction mover with starter assembly suction and delivery pipe fittingsof required size up to back wash tank , the job includes all electrical operating devices fitted on pannel board. 108 P/F of mechanical equipment required for Alum solution tank with electrically driven paddle assembly fitted with suitable reduction gear mechanism coupled with 3 phase electric motor 0.5HP capacity (Kirloskar/Crampton Greaves make) along with 40mm dia PVC pipe and pipe fittings up to point of application in the flash mixer along with washout arrangement plus 25mm dia GI inlet water line from back wash tank to alum tank with GI pipe specials and gate valves (B-class pipe) incld. electrical operating devicescomplete job. 109 P/F of mechanical equipment required for Bleach solution tank with electrically driven paddle assembly fitted with suitable reduction gear mechanism coupled with 3 phase electric motor 0.5 HP capacity (Kirloskar/Crampton Greaves make) along with 40mm dia PVC pipe and pipe fittings upto point of application in the flash mixer along with washout arrangement plus 25mm dia GI inlet water line from back wash tank to alum tank with GI pipe specials and gate valves (B-class pipe) incld. electrical operating devicescomplete job. 110 P/F of MS rotating bridge fabricated out of ISA 50x50x6mm suitable for bearing silt load of clarifloculator (Clarifier radius = 2.25m and floculation chamber radius = 1.25m). The job includes central bearing assembly shaft assembly MS wheels O-stop wheels, end carriages with adequate rating prime mover 3 phase 440 volts 50 Hzincluding fly wheel plus MS rail ISLC-100 on fish plate grounted on top base of calrifloculator in cement concreate 6mm thick chequreds flooring over full span of bridge. the job includes providing and installation of 3 phase cubical electrical pannel having capacity of 63 Amp. with one incoming feeder and one outgoing feeder including of auxilary system fitted with appropriate rating 3 phase MCCB, OCB and MLI (L&T make) starters for operation of electrical motors and end carriage system. the job also includes connecting pole system and appropriate guage PVC copper wire. Complete job. 111 Providing installation testing commissioning of flash mixer assembly suitable for a dia of 0.70m comprising of SS churners with vertical type hollow shaft prime mover 3 phase 150 RPM. The job includes constant bleed assembly with reduction gear box and operational gear to regulate the bleed. Complete job. 112 Providing installation testing commissioning of 3 phase oil immersed 30 KVA voltage stablizer (Servo make) capable to operate incoming voltage of 180 volts and outgoing voltage of 410 +_ 10% volt. Complete job. 113 P/L of 4 core 50mmAluminium cable to be laid as service line from nearest LT pole up to main pannel board includingto be laid underground. 114 Providing installation testing commissioning of 100 Amp dust/moisture proof cubical pannel board fitted with 3 phase 100 Amp MCCB L&T make 02 No. and 63 Amp single phase MCCB for lighting and heating systems. The job also includes 1 No. amp metre 0-100 AE make with CT coils and one number voltmetre AE make 0-500 with selector switches L&T make and 3 No. indicator lamps Neon type complete job. 115 Providing and fixing installation testing commissioning of heating points in 2.5mm PVC copper wire. 116 Providing and fixing installation testing commissioningof lighting points in 1.5mm PVC copper wire, LED conical type of handles/Syska make of 12 watt including push buttons etc complete job. 117 Providing and fixing installation testing commissioning of Philips/Havelsmake high mass security lights to be fitted inside filtration plant premesis with high mass GI octagonal poles including auto transformer, connecting cables and other acessories. complete job. 118 Providing and fixing installation testing commissioningof exhaust fan in the chemical house complete job (Havells, Usha, crompton greaves make). 119 Providing necessary earthing for motor panels lighting and heating networks as per prevailing electric rules with latest amendments with necessary medium includingrefilling complete job (Electrode type). Complete job. 120 Providing and laying of shockproof 25mm thick rubber matting of Jyothi make. 121 Providing and fixingof 50 kVA D.G set Kirloskar Green air cooled complete job. 122 Providing fabrication of MS bend tees as per site requirment to be fabricated at site incld. Hire charges of DG setwelding machine complete job. 123 Providing and fixing ofHume pipe 600mmwith coller 124 Electrical Sub Station 100 KVAincld . poles and conductor other allied fittings and fixtures,channel nuts bolts incld LT and HT poles and conductor. Complete job. 125 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : 126 Above 40 mm 127 Below 40 mm 128 Filling available excavtedearth (excld. rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m, & lift upto 1.5 m. 129 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 130 25 to 40 mm nominal bore 131 50 to 80 mm nominal bore 132 Re-Threading of Damaged Pipe Ends including all carriages. 133 Laying in position centrifugally cast DI / CI (spun) iron S&S or flanged pipes (excluding cost of pipe) 100mm dia DI 134 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 135 450 mm dia DI 136 300 mm dia DI 137 200 mm dia 138 150 mm dia 139 125 mm dia 140 100 mm dia 141 80 mm dia 142 Providing fixing of 100/300/450 mm dia sluice valves with capes/ nuts/bolts completee job (Vag Made) 143 100 mm dia sluice Valve 144 300 mm Sluice Valve 145 450 mm diaSluice Valve 146 Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 147 100 mmdia. G.I. Pipes 148 80 mmdia. G.I. pipes 149 50 mmdia. G.I. pipes 150 40 mm dia. G.I. pipes 151 25 mmdia. G.I. pipes 152 20 mmdia. G.I. pipes 153 15 mm dia. G.I. pipes 154 P/f o fMS flanges to theG I pipe , including cost offlanges, welding charges and L/F charges complete. 155 65 mm dia GI pipe 156 50 mm dia G.I pipe 157 80 mm dia G.I pipe 158 100 mm dia G.I pipe 159 Providing and fixing of MS bends tees unions elbows complete job Nipples etc 160 Providing / fixing ofD.I/G.I bends ,Tees, Unions, Elbows, Nipples etc. 161 150 mm Dia D.I Bends 162 100 mm dia D.I bends/tees 163 80 mm dia D.I bends/tees 164 80 mm dia G.I bends/tees 165 65 mm dia G.I bends/tees 166 50 mm dia G.I bends/tees 167 40 mm dia GIunions/Bends 168 50 mm dia unions 169 65 mm dia unions 170 25 mm dia G.I unions/Bends 171 20/ 15 mm GI unions/ Bends 172 25/20/ 15 mm tees/Bends 173 40/25/20 mm elbows 174 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : 175 15 mm to 40 mm nominal bore. 176 Above 40 mm nominal bore 177 Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. 178 Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) 179 Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand)Flush/Ruled Pointing 180 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls whereverrequired.White glazed fire clay kitchen sink of size 610x510x200 mm 181 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete:Flexible pipe, 40 mm dia 182 Providing and fixing of PVC/CP sanitary fittings whatever is required at site ( Complete Job) 183 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two coats 184 Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) 185 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete 186 Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture 187 Provision for plumbing and electrification to the quarter 188 Provision for sanitary grills and electric appliances like fans,etc complete job 189 Provision for handels tower bolts etc. complete job 190 Engagement of manual labour for various jobs 191 Preperation of Sub grade by excavation earth to an average of 22.5 cm depth dressing to camber & consolidation with road roller including making good the surface etc & disposal of surplus earth. 192 Supply & Stacking of Stone screening /Chipping at site excluding carriage. 193 Cost of Wire Crates 194 Supply & Stacking of Stone Dust excluding carriage 195 Providing and Fixing Gang saw cut mirror polished Premoulded & Pre Polished Machine cut for Kitchen Platform vanity, counters, window sills facies & similar locations of required size approved shade color and texture laid over 20 mm thick base of cement mortar 1:4 & joints treated with white cement mixed with machine pigment. 196 Laying Water bound Macadam with specified stone aggregate& building material including screening, sorting spreading to template & consolidation with power roller of 8 to 10 Tonne Capacity etc G1, G2 & G3 197 Dismantling of roofing including ridges, valleys, hips, G.S Sheets etc including stacking of same within 50 mtr lead. 198 Dismantling of Brick work manually/ mechanically in cement motor including stacking of serviceable materials & disposal of unserviceable materials. 199 Provision for sanitary items complete job 200 Providing hosting and fixing trusses purlins rafters posts post plates or the like componants incl. cost of screws First class Budloo wood 201 Providing and Fixing Bath Fittings of Jaquar make including all accessories & carriages. 202 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank 203 Inter Connecting of Filtration Plant with SR & Sluice Chamber 204 Providing & Hand Packing of Quarry stones of required size into wire crates excluding cost of wire crates. 205 Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gram/m2 206 By Mechanical Transport including loading, unloading and stacking 207 450 mm dia D.IPipes (35kms) 208 300mm dia D.IPipes (35kms) 209 200 mm dia D.I / G.I Pipes (20kms) 210 150 mm dia D.I / G.I Pipes (45 kms) 211 150 mm dia D.I / G.I Pipes (35 kms) 212 150 mm dia D.I / G.I Pipes (20 kms) 213 125 mm dia D.I / G.I Pipes (45 kms) 214 100 mm dia D.I / G.I Pipes ( 45 kms) 215 100 mm dia D.I / G.I Pipes ( 20 kms) 216 100 mm dia D.I / G.I Pipes ( 35 kms) 217 Below 100 mm G.I Pipes ( 20kms) 218 Below 100 mm G.I Pipes ( 45kms) 219 Below 100 mm G.I Pipes (35kms) 220 Cement and Steel 30 Kms) 221 Cement and Steel (35 Kms) 222 Cement and Steel (40 Kms) 223 Cement and Steel (37 Kms) 224 Cement and Steel (15 Kms) 225 Sand avg 12 Kms 226 Sand avg 70 Kms 227 Sand, stone aggregate below 40 mm nominal size 40 Kms) 228 Sand, stone aggregate Below40 mm nominal size (37 Kms) 229 Sand, stone aggregate Below40 mm nominal size (35 Kms) 230 Sand, stone aggregate Below40 mm nominal size (30 Kms) 231 Sand, stone aggregate below 40 mm nominal size (52 Kms) 232 Stone aggregate 40 mm nominal size and above ( 52 Kms) 233 Stone aggregate 40 mm nominal size and above ( 35 Kms) 234 Stone aggregate 40 mm nominal size and above ( 40Kms) 235 Stone aggregate 40 mm nominal size and above ( 30Kms) 236 Stone Soling (05 Kms) 237 Stone Soling (10 Kms) 238 Stone Soling (35kms) 239 Quarry Stone (10 km) 240 Quarry Stone/ Boulder (20 km) 241 Wire Crates (15Km) 242 Earth (5km) 243 Bricks ( 10 km) 244 Bricks ( 30 km) 245 Bricks ( 35 km) 246 By Manual Labour including loading, unloading and stacking 247 450 mm dia D.IPipes (300 Mt ) 248 300mm dia D.IPipes (300 Mt) 249 200 mm D.I /G.I Pipes (500m) 250 150 mm D.I /G.I Pipes (500m) 251 100 mm D.I /G.I Pipes (7000m) 252 125 mm dia D.I / G.I Pipes ( 500 m ) 253 100 mm dia D.I / G.I Pipes ( 500 m ) 254 Below 100 mm G.I Pipes ( 300 m ) 255 Below 100 mm G.I Pipes ( 500 m ) 256 Below 100 mm G.I Pipes ( 1000 m ) 257 Cement(400 m ) 258 Cement/ Steel (300 m ) 259 Cement/ Steel (500 m ) 260 Cement(500 m ) 261 Steel (500 m) 262 Steel (200 m) 263 Steel (300 m) 264 Sand (500 m) 265 Sand, stone aggregate below 40 mm nominal size( 500 m ) 266 Sand, stone aggregate below 40 mm nominal size( 1000 m ) 267 Sand, stone aggregate below 40 mm nominal size (300 m ) 268 Stone aggregate 40 mm nominal size and above (500 m ) 269 Stone aggregate 40 mm nominal size and above ( 300 m ) 270 Stone Soling (300m ) 271 Stone Soling (500 m ) 272 Quarry Stone / boulder(500 m) 273 Bricks (300 m) 274 Bricks (500 m) 275 Structural design of the RSFP including wetting of the same and soil testing complete job. 276 Soil testing / Veeting of design (complete job 277 Disposal of surplus excavated earth as directed 50 mtrs beyond 1 m from cutting edge 278 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately). 50 mm 279 Providing and fixing bright finished brass handles with screws etc. complete :- 280 Installation of House hold connnections to unconnected household including providing and fixing of necessarypipe specials. Earth work at connections and whatever necessary 281 Rethreading of damaged ends of pipes. 282 Upto 40 mm 283 Above 40 mm 284 Prviding and fixing of different pipe specials ( Whatever required at site) Complete job 285 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete 286 Installation of 20 hp horizontal pump ( open well) along with all acessories ,panel, stabilizer, cablecomplete 287 Installation of 20 Hp Submersible pump set along with all accessorie 288 Improvements to the rising main of the water supply scheme , includind repaires to the damaged flanges and replacement of the damaged pipes including welding charges complete .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 11-Dec-2021 Extension Date 21-12-2021
2 19-Dec-2021 Corrigendum Technical Bid 21-12-2021
3 22-Dec-2021 Extension II Date 01-01-2022
4 03-Jan-2022 Extension III Date 12-01-2022
5 13-Jan-2022 ExtensionIII Date 24-01-2022

Key Value

Document Fees
INR 1000 /-
EMD
INR 100000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Empanelment of Eligible Contractors at Provincial level and fixing of item rates for Hill gravity Zones (G-V)(above 300) in District Anantnag (PHE Division Bijbehara) for Execution of Jal Jeevan Mission (JJM)
Sl. No. Item Description
1Earth 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.
2All kinds of soil
3Ordinary Rock
4Earth work in bulk excavation by mechanical means (hydraulic excavator) 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.
5All kinds of soil
6Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
7All kinds of soil
8Ordinary Rock
9Earth 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 as directed ( 1 meter from cutting edge )
10All kinds of soil
11Ordinary Rock
12Providing and laying of dry stone solling tightly hand packed on horizontal levels.
13Providing 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:
141:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
151:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
161:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
171:2:4 in Walls (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
18Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level
191:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
201:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
21Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.
221:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
23Reinforced 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
241:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
25Providing 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.
26All works upto plinth level
27All works above plinth level upto floor V level
28Reinforced 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)
29Cement mortar 1:4 ( 1 cement : 4 coarse sand)
30Cement mortar 1:4 ( 1 cement : 6 coarse sand)
31Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
32Centering and shuttering including strutting, propping etc. and removal of form for:
33Foundations, footings, bases of columns etc. for mass concrete.
34Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
35Lintel, beams, plinth beams, girders, bressumers and cantilevers
36Columns, pillars, piers, abutments, posts and struts.
37Suspended floors, roofs, landings, balconies and access platforms.
38Stairs (excluding landings) except spiral staircases
39Edges of slabs and breaks in floors and walls
40Under 20 cm wide
41Arches, domes, vaults upto 6 m span
42Extra for arches, domes, vaults exceeding 6 m span
43Extra for shuttering in circular work (20% of respective centering and Shuttering items)
44Foundation
45Walls
46Beams
47Domes
4812mm Cement plaster finished with a floating coat of neat cement of mix:
491 : 3 ( 1 cement : 3 fine sand)
501 : 4 ( 1 cement : 4 fine sand)
511 : 4 ( 1 cement : 4 coarse sand)
521 : 6 ( 1 cement : 6 fine sand)
53Cement 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.
54Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Hot rolled deformed bars
55P/ F of M.S lid / ventilator incld connecting of S.R with supply system complete job
56P/ F of M.S lid / Angle Iron Ladder complete job
57P/ M of water proofing compound to cement concrete @ 1kg/50 kg 0f cement.
58Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( Welded)
59Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( Welded)
60Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
61Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm
62Providing & incorporating ( during conc.) G.P sheet strips water seal 1.25 mm thick at construction joints incld jointing of ends so as to form a continous berries.
63Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2
64Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m2
65Providing and fixing plained eaves boarding. 2nd class kail wood 250x32 mm (nominal size )
66Providing and fixing of 12 mm thick Ply Board soffit along with supporting of First Class Popular wooden ballies
67P/F hand rail of apprved size by welding etc to stainless steel ladder railing, balcony railing and stair case railing and similar work.
68P/F hand rail of apprved size by welding etc to stainless steel ladder railing, balcony railing and stair case railing and similar work.
69Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood
70First class kail wood (35 MM THICK)
71Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). First class kail wood (35 MM THICK)
72Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : First class kail wood
73Providing & fixing water closet squarting pan (Indian type with 100 mm sand cast iron P or S trap 10 ltr,Low level PVC flashing cistern including flushing pipe and making good the walls and floors wherever required (Orrisa pattern with integral foot type)
74P/f of Salem stainless steel Kitched Sink size 610x510x200 mm
75P/F of PVC Waste Pipe for Sink including waste pipe
76Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Decorative ply wood both side decorative veneer (type 1) conforming to IS 1328 BWR type
77Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. First class Kail Wood
78P/F of corrogated GS sheets incl. vertical/curved surfaces with polymer coated JRL hooks 0.50 mm thick
79Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover
80Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
81Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
82Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1 mm thick
83Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/10 sqm. Over & including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
84Flooring with marble stone of specified thickness as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including rubbing, polishing and curing complete with: Makrana White Second quality (16mm thick)
85P/F of 1st quality ceramic glazed tiles confirming to IS : 13753 of minimum thickness 5mm of approved make like NITCO, ORIENT,SOMANY,KAJARIA or equivalent make in all colour, shades except bergandy, bottle green, black of any size as approved by Err. incharge in skirting, risers of steps and dados over 12mm thick bed of cement mortor 1:3 (1 cement, 3 coarse samd) and jointing with grey cement slurry @ 3.30 Kgs/SM including pointing in white cement mixed with pigment of matching shade complete.
86Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In all colours, shades, except White, Ivory, Fume Red Brown
87Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm
88Fabrication providing/fixing MS ladder wherever is required comprising of 50x50x6mm angle iron with chequered plate complete job.
89Providing & fixing of M.S eves boarding including MS Angle backing, painting with synthetic enemal paint over metal primer of reputed brand and manufacture, 300mm wide complete.
90P/F of glass panes 4mm thick with wooden fillets
91Providing & laying of filter media effective size of sand varies from 0.45 mm to 0.70 mmhaving uniformity coefficient between 1.30 to 1.75 & should be dust free & free from other organic impurities to be obtained from Ganderbal Nallah & the size of gravel should varry from 2mm to 40mm incld all carriages complete.
92L/F of100mm dia GI pipes.
93200 mm dia
94150 mm dia
95100 mm dia
9680 mm dia
97100 mm NRV
98Supply and fixing of lightening conductor complete job
99P/L of Baramullah stone slabs of required size and quality incld loading unloading with all carriages leads lifts upto actual site of work complete.
100P/F of ,DI sluice valves confirming IS 780 read with upto date amendments standard make meant for pipe gallery in filter beds required to be operated from operating plateform height 4.5m. Hence suitable arrangement for manual operations to be provided. the job includes P/F and fabrication of MS 6mm thick tail pieces as per site requirement, nuts bolts and seals. the sluice valves should be fitted with extension rods, pedestrial etc (Filter beds, inlet and outlet). Complete job. (125mm)
101P/F of 80mm dia PVC under drainage laterals 8mm thick fabricated out of Korean foam or prince make with 9mm perforations as per design in the bed provided at 60° along with PVC, Tees and end caps to be grouted in M-25 grade cement conc at ends. the pressure rating 10kg"s/Cm².
102Providing and supplying mating of approved quality in two layers as approved by Engineer
103Providing installation testing commissioning of double flanged MS pipes of 6mm thick. The job includes cutting welding and fabrication complete job.
104125 mm dia
10580 mm dia
106P/F of air blower (Everest make or Kay make) capable for providing compression @ 2.25 cum per minute @ 0.35 kG/Sqmwith suitable 3 phase induction motor with auxilary pipe system up to filter beds filling pressure guage nozzels cement conc block base plate air check valves , non return valves,cement conc block in M-20 grade foundation bolts base frame fabricated out of 100mm MS channels,the job also includes PRV pipe and pipe fittings starters and PVC 19/18 copper wire complete job and other electrical controlling devices fitted on pannel board. Complete job.
107Providing installation testing commissioning ofmonoblock pumping equipment capable of lifting of 35 cum per hour for a height of 20m with 3 phase appropriate rating power induction mover with starter assembly suction and delivery pipe fittingsof required size up to back wash tank , the job includes all electrical operating devices fitted on pannel board.
108P/F of mechanical equipment required for Alum solution tank with electrically driven paddle assembly fitted with suitable reduction gear mechanism coupled with 3 phase electric motor 0.5HP capacity (Kirloskar/Crampton Greaves make) along with 40mm dia PVC pipe and pipe fittings up to point of application in the flash mixer along with washout arrangement plus 25mm dia GI inlet water line from back wash tank to alum tank with GI pipe specials and gate valves (B-class pipe) incld. electrical operating devicescomplete job.
109P/F of mechanical equipment required for Bleach solution tank with electrically driven paddle assembly fitted with suitable reduction gear mechanism coupled with 3 phase electric motor 0.5 HP capacity (Kirloskar/Crampton Greaves make) along with 40mm dia PVC pipe and pipe fittings upto point of application in the flash mixer along with washout arrangement plus 25mm dia GI inlet water line from back wash tank to alum tank with GI pipe specials and gate valves (B-class pipe) incld. electrical operating devicescomplete job.
110P/F of MS rotating bridge fabricated out of ISA 50x50x6mm suitable for bearing silt load of clarifloculator (Clarifier radius = 2.25m and floculation chamber radius = 1.25m). The job includes central bearing assembly shaft assembly MS wheels O-stop wheels, end carriages with adequate rating prime mover 3 phase 440 volts 50 Hzincluding fly wheel plus MS rail ISLC-100 on fish plate grounted on top base of calrifloculator in cement concreate 6mm thick chequreds flooring over full span of bridge. the job includes providing and installation of 3 phase cubical electrical pannel having capacity of 63 Amp. with one incoming feeder and one outgoing feeder including of auxilary system fitted with appropriate rating 3 phase MCCB, OCB and MLI (L&T make) starters for operation of electrical motors and end carriage system. the job also includes connecting pole system and appropriate guage PVC copper wire. Complete job.
111Providing installation testing commissioning of flash mixer assembly suitable for a dia of 0.70m comprising of SS churners with vertical type hollow shaft prime mover 3 phase 150 RPM. The job includes constant bleed assembly with reduction gear box and operational gear to regulate the bleed. Complete job.
112Providing installation testing commissioning of 3 phase oil immersed 30 KVA voltage stablizer (Servo make) capable to operate incoming voltage of 180 volts and outgoing voltage of 410 +_ 10% volt. Complete job.
113P/L of 4 core 50mmAluminium cable to be laid as service line from nearest LT pole up to main pannel board includingto be laid underground.
114Providing installation testing commissioning of 100 Amp dust/moisture proof cubical pannel board fitted with 3 phase 100 Amp MCCB L&T make 02 No. and 63 Amp single phase MCCB for lighting and heating systems. The job also includes 1 No. amp metre 0-100 AE make with CT coils and one number voltmetre AE make 0-500 with selector switches L&T make and 3 No. indicator lamps Neon type complete job.
115Providing and fixing installation testing commissioning of heating points in 2.5mm PVC copper wire.
116Providing and fixing installation testing commissioningof lighting points in 1.5mm PVC copper wire, LED conical type of handles/Syska make of 12 watt including push buttons etc complete job.
117Providing and fixing installation testing commissioning of Philips/Havelsmake high mass security lights to be fitted inside filtration plant premesis with high mass GI octagonal poles including auto transformer, connecting cables and other acessories. complete job.
118Providing and fixing installation testing commissioningof exhaust fan in the chemical house complete job (Havell"s, Usha, crompton greaves make).
119Providing necessary earthing for motor panels lighting and heating networks as per prevailing electric rules with latest amendments with necessary medium includingrefilling complete job (Electrode type). Complete job.
120Providing and laying of shockproof 25mm thick rubber matting of Jyothi make.
121Providing and fixingof 50 kVA D.G set Kirloskar Green air cooled complete job.
122Providing fabrication of MS bend tees as per site requirment to be fabricated at site incld. Hire charges of DG setwelding machine complete job.
123Providing and fixing ofHume pipe 600mmwith coller
124Electrical Sub Station 100 KVAincld . poles and conductor other allied fittings and fixtures,channel nuts bolts incld LT and HT poles and conductor. Complete job.
125Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :
126Above 40 mm
127Below 40 mm
128Filling available excavtedearth (excld. rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m, & lift upto 1.5 m.
129Making 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
13025 to 40 mm nominal bore
13150 to 80 mm nominal bore
132Re-Threading of Damaged Pipe Ends including all carriages.
133Laying in position centrifugally cast DI / CI (spun) iron S&S or flanged pipes (excluding cost of pipe) 100mm dia DI
134Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.
135450 mm dia DI
136300 mm dia DI
137200 mm dia
138150 mm dia
139125 mm dia
140100 mm dia
14180 mm dia
142Providing fixing of 100/300/450 mm dia sluice valves with capes/ nuts/bolts completee job (Vag Made)
143100 mm dia sluice Valve
144300 mm Sluice Valve
145450 mm diaSluice Valve
146Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.
147100 mmdia. G.I. Pipes
14880 mmdia. G.I. pipes
14950 mmdia. G.I. pipes
15040 mm dia. G.I. pipes
15125 mmdia. G.I. pipes
15220 mmdia. G.I. pipes
15315 mm dia. G.I. pipes
154P/f o fMS flanges to theG I pipe , including cost offlanges, welding charges and L/F charges complete.
15565 mm dia GI pipe
15650 mm dia G.I pipe
15780 mm dia G.I pipe
158100 mm dia G.I pipe
159Providing and fixing of MS bends tees unions elbows complete job Nipples etc
160Providing / fixing ofD.I/G.I bends ,Tees, Unions, Elbows, Nipples etc.
161150 mm Dia D.I Bends
162100 mm dia D.I bends/tees
16380 mm dia D.I bends/tees
16480 mm dia G.I bends/tees
16565 mm dia G.I bends/tees
16650 mm dia G.I bends/tees
16740 mm dia GIunions/Bends
16850 mm dia unions
16965 mm dia unions
17025 mm dia G.I unions/Bends
17120/ 15 mm GI unions/ Bends
17225/20/ 15 mm tees/Bends
17340/25/20 mm elbows
174Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :
17515 mm to 40 mm nominal bore.
176Above 40 mm nominal bore
177Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
178Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
179Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing
180Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required.White glazed fire clay kitchen sink of size 610x510x200 mm
181Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete:Flexible pipe, 40 mm dia
182Providing and fixing of PVC/CP sanitary fittings whatever is required at site ( Complete Job)
183Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
184Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
185Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
186Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
187Provision for plumbing and electrification to the quarter
188Provision for sanitary grills and electric appliances like fans,etc complete job
189Provision for handels tower bolts etc. complete job
190Engagement of manual labour for various jobs
191Preperation of Sub grade by excavation earth to an average of 22.5 cm depth dressing to camber & consolidation with road roller including making good the surface etc & disposal of surplus earth.
192Supply & Stacking of Stone screening /Chipping at site excluding carriage.
193Cost of Wire Crates
194Supply & Stacking of Stone Dust excluding carriage
195Providing and Fixing Gang saw cut mirror polished Premoulded & Pre Polished Machine cut for Kitchen Platform vanity, counters, window sills facies & similar locations of required size approved shade color and texture laid over 20 mm thick base of cement mortar 1:4 & joints treated with white cement mixed with machine pigment.
196Laying Water bound Macadam with specified stone aggregate& building material including screening, sorting spreading to template & consolidation with power roller of 8 to 10 Tonne Capacity etc G1, G2 & G3
197Dismantling of roofing including ridges, valleys, hips, G.S Sheets etc including stacking of same within 50 mtr lead.
198Dismantling of Brick work manually/ mechanically in cement motor including stacking of serviceable materials & disposal of unserviceable materials.
199Provision for sanitary items complete job
200Providing hosting and fixing trusses purlins rafters posts post plates or the like componants incl. cost of screws First class Budloo wood
201Providing and Fixing Bath Fittings of Jaquar make including all accessories & carriages.
202Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
203Inter Connecting of Filtration Plant with SR & Sluice Chamber
204Providing & Hand Packing of Quarry stones of required size into wire crates excluding cost of wire crates.
205Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2
206By Mechanical Transport including loading, unloading and stacking
207450 mm dia D.IPipes (35kms)
208300mm dia D.IPipes (35kms)
209200 mm dia D.I / G.I Pipes (20kms)
210150 mm dia D.I / G.I Pipes (45 kms)
211150 mm dia D.I / G.I Pipes (35 kms)
212150 mm dia D.I / G.I Pipes (20 kms)
213125 mm dia D.I / G.I Pipes (45 kms)
214100 mm dia D.I / G.I Pipes ( 45 kms)
215100 mm dia D.I / G.I Pipes ( 20 kms)
216100 mm dia D.I / G.I Pipes ( 35 kms)
217Below 100 mm G.I Pipes ( 20kms)
218Below 100 mm G.I Pipes ( 45kms)
219Below 100 mm G.I Pipes (35kms)
220Cement and Steel 30 Kms)
221Cement and Steel (35 Kms)
222Cement and Steel (40 Kms)
223Cement and Steel (37 Kms)
224Cement and Steel (15 Kms)
225Sand avg 12 Kms
226Sand avg 70 Kms
227Sand, stone aggregate below 40 mm nominal size 40 Kms)
228Sand, stone aggregate Below40 mm nominal size (37 Kms)
229Sand, stone aggregate Below40 mm nominal size (35 Kms)
230Sand, stone aggregate Below40 mm nominal size (30 Kms)
231Sand, stone aggregate below 40 mm nominal size (52 Kms)
232Stone aggregate 40 mm nominal size and above ( 52 Kms)
233Stone aggregate 40 mm nominal size and above ( 35 Kms)
234Stone aggregate 40 mm nominal size and above ( 40Kms)
235Stone aggregate 40 mm nominal size and above ( 30Kms)
236Stone Soling (05 Kms)
237Stone Soling (10 Kms)
238Stone Soling (35kms)
239Quarry Stone (10 km)
240Quarry Stone/ Boulder (20 km)
241Wire Crates (15Km)
242Earth (5km)
243Bricks ( 10 km)
244Bricks ( 30 km)
245Bricks ( 35 km)
246By Manual Labour including loading, unloading and stacking
247450 mm dia D.IPipes (300 Mt )
248300mm dia D.IPipes (300 Mt)
249200 mm D.I /G.I Pipes (500m)
250150 mm D.I /G.I Pipes (500m)
251100 mm D.I /G.I Pipes (7000m)
252125 mm dia D.I / G.I Pipes ( 500 m )
253100 mm dia D.I / G.I Pipes ( 500 m )
254Below 100 mm G.I Pipes ( 300 m )
255Below 100 mm G.I Pipes ( 500 m )
256Below 100 mm G.I Pipes ( 1000 m )
257Cement(400 m )
258Cement/ Steel (300 m )
259Cement/ Steel (500 m )
260Cement(500 m )
261Steel (500 m)
262Steel (200 m)
263Steel (300 m)
264Sand (500 m)
265Sand, stone aggregate below 40 mm nominal size( 500 m )
266Sand, stone aggregate below 40 mm nominal size( 1000 m )
267Sand, stone aggregate below 40 mm nominal size (300 m )
268Stone aggregate 40 mm nominal size and above (500 m )
269Stone aggregate 40 mm nominal size and above ( 300 m )
270Stone Soling (300m )
271Stone Soling (500 m )
272Quarry Stone / boulder(500 m)
273Bricks (300 m)
274Bricks (500 m)
275Structural design of the RSFP including wetting of the same and soil testing complete job.
276Soil testing / Veeting of design (complete job
277Disposal of surplus excavated earth as directed 50 mtrs beyond 1 m from cutting edge
278Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately). 50 mm
279Providing and fixing bright finished brass handles with screws etc. complete :-
280Installation of House hold connnections to unconnected household including providing and fixing of necessarypipe specials. Earth work at connections and whatever necessary
281Rethreading of damaged ends of pipes.
282Upto 40 mm
283Above 40 mm
284Prviding and fixing of different pipe specials ( Whatever required at site) Complete job
285Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
286Installation of 20 hp horizontal pump ( open well) along with all acessories ,panel, stabilizer, cablecomplete
287Installation of 20 Hp Submersible pump set along with all accessorie
288Improvements to the rising main of the water supply scheme , includind repaires to the damaged flanges and replacement of the damaged pipes including welding charges complete .
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