Construction Of Pcts (Packet 2)At Different Site Of Zone-2,5 And 8 In Lucknow Nagar Nigam Under Package-2.- Bilojpura 2 BIN PCTS 2 Earth work 3 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 PCC Work 7 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 8 Reinforced Cement Concrete 9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 10 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 11 R.C. C. Footing 12 RCC PEDESTAL 13 PLINTH BEAM 14 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 15 For Lintel 16 For flooring 17 Centering & Shuttering 18 Centering and shuttering including strutting, propping etc. and removal of form for 19 Foundations, footings, bases of columns, etc. for mass concrete 20 Columns, Pillars, Piers, Abutments, Posts and Struts 21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 22 Steel Work 23 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 24 Anti Termite Treatment 25 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 26 Brick work 27 Brick work with common burnt clay F.P.S. (non modular) bricks offirst classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 28 Plaster Work 29 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 30 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 31 M.S.Structure for Shed 32 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 33 Electric resistance or induction butt welded tubes 34 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 35 Structural steel work riveted, bolted or welded 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. 36 G.I. Profile Sheet for Shed 37 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 38 Painting & Polishing Work. 39 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 40 Finishing Exterior 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. 41 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 42 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 43 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 44 External Items 45 Trubo vents 46 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 47 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 andrrangements 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 conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 48 Providing and fixing ball bearing for rolling shutters. 49 WATER SUPPLY PIPES AND FITTINGS 50 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 51 Internal work exposed on wall 52 40mm nominal outer dia pipes 53 50mm nominal outer dia pipes 54 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 55 Concealed work including cutting chase and making good the wall etc. 56 20mm nominal outer dia pipes 57 25mm nominal outer dia pipes 58 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 59 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 60 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 61 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 62 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 63 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 64 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 65 110 mm Bend 66 Shoe (Plain)110 mm Shoe 67 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 68 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 69 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 70 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 71 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 72 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 73 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 74 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 75 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 76 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 77 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 78 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 79 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 80 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 81 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 82 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 83 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 84 Supply of 100mm dia Johnson screen. 85 LEACHATE COLLECTION SUMP 86 Earth work 87 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 88 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 89 PCC Work 90 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 91 Reinforced Cement Concrete 92 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 93 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 94 For Bottom Floor 95 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 96 Centering & Shuttering 97 Centering and shuttering including strutting, propping etc. and removal of form for 98 Foundations, footings, bases of columns, etc. for mass concrete 99 Walls (any thickness), including pilasters, buttresses, plinth and string courses 100 Suspended floors, roofs, landings, balconies, access platforms 101 Steel Work 102 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 103 Plaster Work 104 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 105 Water proofing 106 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 107 Construction of Drain Size 0.30*0.60 mtr 108 Earth work 109 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 110 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 111 PCC work 112 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 113 Brick work 114 Brick work with common burnt clay F.P.S. (non modular) bricks offirst classin superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 115 Plaster Work 116 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 117 Reinforced Cement Concrete 118 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 119 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 120 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 121 GUARD ROOM DG ROOM 122 Earth work 123 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 124 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 125 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 126 PCC work 127 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 128 Reinforced Cement Concrete 129 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 130 R.C. C. Footing 131 RCC PEDESTAL 132 PLINTH BEAM 133 Centering & Shuttering 134 Centering and shuttering including strutting, propping etc. and removal of form for 135 Foundations, footings, bases of columns, etc. for mass concrete 136 Columns, Pillars, Piers, Abutments, Posts and Struts 137 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 138 Steel work 139 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 140 Anti Termite Treatment 141 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 142 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 143 Electric resistance or induction butt welded tubes 144 Structural steel work riveted, bolted or welded 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. 145 G.I. Profile Sheet for Shed 146 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 147 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 148 Door & Window Work 149 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 150 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 151 Fittings 152 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 153 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 154 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 155 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 156 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 157 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 158 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 159 BOUNDARY AND GATE 160 Earthwork 161 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 162 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 163 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 164 Reinforced Cement Concrete 165 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 166 R.C. C. Footing 167 RCC PEDESTAL 168 PLINTH BEAM 169 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 170 Centering & Shuttering 171 Centering and shuttering including strutting, propping etc. and removal of form for 172 Foundations, footings, bases of columns, etc. for mass concrete 173 Columns, Pillars, Piers, Abutments, Posts and Struts 174 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 175 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 176 Brick Work 177 Brick work with common burnt clay F.P.S. (non modular) bricks of first class in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 178 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 179 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 180 M.S.Structure work 181 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 182 Electric resistance or induction butt welded tubes 183 Structural steel work riveted, bolted or welded 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. 184 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 185 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 186 Painting & Polishing Work. 187 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 188 Finishing Exterior 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. 189 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 190 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 191 EXTERNAL RCC FLOORING 192 Earthwork 193 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 194 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 195 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 196 Reinforced Cement Concrete 197 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 198 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 199 PLANTER 200 CC Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 201 Brick work 202 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 203 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 204 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 205 Painting Work. 206 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 207 Finishing Exterior 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. 208 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 209 HORTICULTURE AND LANDSCAPING 210 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 211 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 212 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 213 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 214 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 215 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 216 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 217 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 218 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 219 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 220 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 221 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 222 Electrification Work(Internal Electrification) 223 WIRING POINTS AND SUBMAIN 224 Point wiring in PVC Conduit 225 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 226 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 227 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 228 Circuit / Sub main wiring in PVC conduit :- 229 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 230 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 231 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 232 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 233 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 234 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 235 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 236 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 237 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 238 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 239 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 240 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 241 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 242 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 243 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 244 G.I.EARTHING 245 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 246 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 247 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 248 ERECTIONOFLIGHTINGFIXTURESANDFANS 249 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 250 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 251 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 252 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 253 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 254 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 255 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 256 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 257 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 258 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 259 EXTERNAL Electrification(Non Scheduled Item) 260 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 261 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 262 MECHANICAL WORK(Non Scheduled Item) 263 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 264 Car Washer Model : P36/30 with all its accessories and supply and installation. 265 CCTV Camera 266 Fire Safety Equipments 267 LT Distribution Panel 268 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900Note- The bidder quoting the rate will have to provide workorder of same machine obtainted from any Gov. Org./PSU clearly mentioned with amount/ rate of machine as supporting document for quoted rates. 269 Idgah 2 BIN PCTS 270 Earth work 271 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 272 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 273 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 274 PCC Work 275 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 276 Reinforced Cement Concrete 277 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 278 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 279 R.C. C. Footing 280 RCC PEDESTAL 281 PLINTH BEAM 282 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 283 For Lintel 284 For flooring 285 Centering & Shuttering 286 Centering and shuttering including strutting, propping etc. and removal of form for 287 Foundations, footings, bases of columns, etc. for mass concrete 288 Columns, Pillars, Piers, Abutments, Posts and Struts 289 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 290 Steel Work 291 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 292 Anti Termite Treatment 293 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 294 Brick work 295 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 296 Plaster Work 297 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 298 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 299 M.S.Structure for Shed 300 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 301 Electric resistance or induction butt welded tubes 302 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 303 Structural steel work riveted, bolted or welded 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. 304 G.I. Profile Sheet for Shed 305 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 306 Painting & Polishing Work. 307 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 308 Finishing Exterior 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. 309 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 310 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 311 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 312 External Items 313 Trubo vents 314 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 315 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 andrrangements 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 conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 316 Providing and fixing ball bearing for rolling shutters. 317 WATER SUPPLY PIPES AND FITTINGS 318 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 319 Internal work exposed on wall 320 40mm nominal outer dia pipes 321 50mm nominal outer dia pipes 322 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 323 Concealed work including cutting chase and making good the wall etc. 324 20mm nominal outer dia pipes 325 25mm nominal outer dia pipes 326 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 327 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 328 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 329 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 330 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 331 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 332 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 333 110 mm Bend 334 Shoe (Plain)110 mm Shoe 335 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 336 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 337 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 338 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 339 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 340 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 341 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 342 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 343 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 344 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 345 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 346 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 347 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 348 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 349 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 350 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 351 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 352 Supply of 100mm dia Johnson screen. 353 LEACHATE COLLECTION SUMP 354 Earth work 355 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 356 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 357 PCC Work 358 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 359 Reinforced Cement Concrete 360 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 361 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 362 For Bottom Floor 363 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 364 Centering & Shuttering 365 Centering and shuttering including strutting, propping etc. and removal of form for 366 Foundations, footings, bases of columns, etc. for mass concrete 367 Walls (any thickness), including pilasters, buttresses, plinth and string courses 368 Suspended floors, roofs, landings, balconies, access platforms 369 Steel Work 370 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 371 Plaster Work 372 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 373 Water proofing 374 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 375 Construction of Drain Size 0.30*0.60 mtr 376 Earth work 377 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 378 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 379 PCC work 380 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 381 Brick work 382 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 383 Plaster Work 384 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 385 Reinforced Cement Concrete 386 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 387 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 388 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 389 GUARD ROOM DG ROOM 390 Earth work 391 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 392 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 393 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 394 PCC work 395 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 396 Reinforced Cement Concrete 397 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 398 R.C. C. Footing 399 RCC PEDESTAL 400 Centering & Shuttering 401 Centering and shuttering including strutting, propping etc. and removal of form for 402 Foundations, footings, bases of columns, etc. for mass concrete 403 Columns, Pillars, Piers, Abutments, Posts and Struts 404 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 405 Steel work 406 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 407 Anti Termite Treatment 408 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 409 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 410 Electric resistance or induction butt welded tubes 411 G.I. Profile Sheet for Shed 412 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 413 Door & Window Work 414 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 415 Fittings 416 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 417 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 418 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 419 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 420 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 421 BOUNDARY AND GATE 422 Earthwork 423 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 424 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 425 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 426 Reinforced Cement Concrete 427 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 428 R.C. C. Footing 429 RCC PEDESTAL 430 PLINTH BEAM 431 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 432 Centering & Shuttering 433 Centering and shuttering including strutting, propping etc. and removal of form for 434 Foundations, footings, bases of columns, etc. for mass concrete 435 Columns, Pillars, Piers, Abutments, Posts and Struts 436 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 437 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 438 Brick Work 439 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 440 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 441 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 442 M.S.Structure work 443 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 444 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 445 Painting & Polishing Work. 446 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 447 Finishing Exterior 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. 448 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 449 EXTERNAL RCC FLOORING 450 Earthwork 451 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 452 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 453 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 454 Reinforced Cement Concrete 455 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 456 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 457 HORTICULTURE AND LANDSCAPING 458 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 459 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 460 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 461 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 462 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 463 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 464 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 465 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 466 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 467 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 468 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 469 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 470 Electrification Work(Internal Electrification) 471 WIRING POINTS AND SUBMAIN 472 Point wiring in PVC Conduit 473 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 474 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 475 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 476 Circuit / Sub main wiring in PVC conduit :- 477 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 478 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 479 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 480 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 481 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 482 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 483 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 484 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 485 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 486 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 487 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 488 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 489 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 490 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 491 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 492 G.I.EARTHING 493 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 494 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 495 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 496 ERECTIONOFLIGHTINGFIXTURESANDFANS 497 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 498 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 499 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 500 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 501 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 502 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 503 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 504 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 505 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 506 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 507 EXTERNAL Electrification(Non Scheduled Item) 508 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 509 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 510 MECHANICAL WORK(Non Scheduled Item) 511 Car Washer Model : P36/30 with all its accessories and supply and installation. 512 CCTV Camera 513 Fire Safety Equipments 514 LT Distribution Panel 515 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900Note- The bidder quoting the rate will have to provide workorder of same machine obtainted from any Gov. Org./PSU clearly mentioned with amount/ rate of machine as supporting document for quoted rates. 516 Kanusi Bridge 2 BIN PCTS 517 Earth work 518 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 519 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 520 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 521 PCC Work 522 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 523 Reinforced Cement Concrete 524 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 525 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 526 R.C. C. Footing 527 RCC PEDESTAL 528 PLINTH BEAM 529 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 530 For Lintel 531 For flooring 532 Centering & Shuttering 533 Centering and shuttering including strutting, propping etc. and removal of form for 534 Foundations, footings, bases of columns, etc. for mass concrete 535 Columns, Pillars, Piers, Abutments, Posts and Struts 536 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 537 Steel Work 538 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 539 Anti Termite Treatment 540 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 541 Brick work 542 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 543 Plaster Work 544 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 545 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 546 M.S.Structure for Shed 547 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 548 Electric resistance or induction butt welded tubes 549 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 550 Structural steel work riveted, bolted or welded 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. 551 G.I. Profile Sheet for Shed 552 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 553 Painting & Polishing Work. 554 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 555 Finishing Exterior 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. 556 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 557 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 558 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 559 External Items 560 Trubo vents 561 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 562 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 andrrangements 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 conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 563 Providing and fixing ball bearing for rolling shutters. 564 WATER SUPPLY PIPES AND FITTINGS 565 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 566 Internal work exposed on wall 567 40mm nominal outer dia pipes 568 50mm nominal outer dia pipes 569 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 570 Concealed work including cutting chase and making good the wall etc. 571 20mm nominal outer dia pipes 572 25mm nominal outer dia pipes 573 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 574 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 575 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 576 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 577 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 578 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 579 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 580 110 mm Bend 581 Shoe (Plain)110 mm Shoe 582 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 583 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 584 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 585 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 586 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 587 LEACHATE COLLECTION SUMP 588 Earth work 589 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 590 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 591 PCC Work 592 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 593 Reinforced Cement Concrete 594 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 595 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 596 For Bottom Floor 597 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 598 Centering & Shuttering 599 Centering and shuttering including strutting, propping etc. and removal of form for 600 Foundations, footings, bases of columns, etc. for mass concrete 601 Walls (any thickness), including pilasters, buttresses, plinth and string courses 602 Suspended floors, roofs, landings, balconies, access platforms 603 Steel Work 604 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 605 Plaster Work 606 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 607 Water proofing 608 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 609 Construction of Drain Size 0.30*0.60 mtr 610 Earth work 611 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 612 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 613 PCC work 614 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 615 Brick work 616 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 617 Plaster Work 618 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 619 Reinforced Cement Concrete 620 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 621 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 622 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 623 GUARD ROOM DG ROOM 624 Earth work 625 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 626 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 627 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 628 PCC work 629 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 630 Reinforced Cement Concrete 631 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 632 R.C. C. Footing 633 RCC PEDESTAL 634 PLINTH BEAM 635 Centering & Shuttering 636 Centering and shuttering including strutting, propping etc. and removal of form for 637 Foundations, footings, bases of columns, etc. for mass concrete 638 Columns, Pillars, Piers, Abutments, Posts and Struts 639 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 640 Steel work 641 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 642 Anti Termite Treatment 643 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 644 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 645 Electric resistance or induction butt welded tubes 646 Structural steel work riveted, bolted or welded 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. 647 G.I. Profile Sheet for Shed 648 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 649 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 650 Door & Window Work 651 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 652 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 653 Fittings 654 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 655 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 656 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 657 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 658 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 659 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 660 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 661 BOUNDARY AND GATE 662 Earthwork 663 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 664 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 665 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 666 Reinforced Cement Concrete 667 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 668 R.C. C. Footing 669 RCC PEDESTAL 670 PLINTH BEAM 671 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 672 Centering & Shuttering 673 Centering and shuttering including strutting, propping etc. and removal of form for 674 Foundations, footings, bases of columns, etc. for mass concrete 675 Columns, Pillars, Piers, Abutments, Posts and Struts 676 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 677 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 678 Brick Work 679 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 680 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 681 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 682 M.S.Structure work 683 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 684 Electric resistance or induction butt welded tubes 685 Structural steel work riveted, bolted or welded 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. 686 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 687 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 688 Painting & Polishing Work. 689 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 690 Finishing Exterior 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. 691 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 692 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 693 EXTERNAL RCC FLOORING 694 Earthwork 695 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 696 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 697 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 698 Reinforced Cement Concrete 699 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 700 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 701 PLANTER 702 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone agregate ) finished with a floating coat of neat cement, including cement slurry , but excluding the cost of noising of steps etc complete 40 mm thick with 20mm nominal size stone agregate. 703 Brick work 704 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 705 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 706 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 707 Painting Work. 708 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 709 Finishing Exterior 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. 710 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 711 HORTICULTURE AND LANDSCAPING 712 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 713 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 714 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 715 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 716 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 717 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 718 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 719 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 720 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 721 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 722 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 723 Electrification Work(Internal Electrification) 724 WIRING POINTS AND SUBMAIN 725 Point wiring in PVC Conduit 726 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 727 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 728 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 729 Circuit / Sub main wiring in PVC conduit :- 730 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 731 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 732 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 733 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 734 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 735 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 736 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 737 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 738 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 739 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 740 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 741 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 742 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 743 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 744 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 745 G.I.EARTHING 746 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 747 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 748 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 749 ERECTIONOFLIGHTINGFIXTURESANDFANS 750 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 751 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 752 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 753 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 754 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 755 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 756 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 757 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 758 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 759 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 760 EXTERNAL Electrification(Non Scheduled Item) 761 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 762 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 763 MECHANICAL WORK(Non Scheduled Item) 764 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 765 Car Washer Model : P36/30 with all its accessories and supply and installation. 766 CCTV Camera 767 Fire Safety Equipments 768 LT Distribution Panel 769 Water Tanker 6000L Capacity 770 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900Note- The bidder quoting the rate will have to provide workorder of same machine obtainted from any Gov. Org./PSU clearly mentioned with amount/ rate of machine as supporting document for quoted rates. 771 Sarojini Nagar 2 BIN PCTS 772 Earth work 773 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 774 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 775 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 776 PCC Work 777 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 778 Reinforced Cement Concrete 779 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 780 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 781 R.C. C. Footing 782 RCC PEDESTAL 783 PLINTH BEAM 784 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 785 For Lintel 786 For flooring 787 Centering & Shuttering 788 Centering and shuttering including strutting, propping etc. and removal of form for 789 Foundations, footings, bases of columns, etc. for mass concrete 790 Columns, Pillars, Piers, Abutments, Posts and Struts 791 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 792 Steel Work 793 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 794 Anti Termite Treatment 795 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 796 Brick work 797 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 798 Plaster Work 799 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 800 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 801 M.S.Structure for Shed 802 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 803 Electric resistance or induction butt welded tubes 804 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 805 Structural steel work riveted, bolted or welded 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. 806 G.I. Profile Sheet for Shed 807 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 808 Painting & Polishing Work. 809 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 810 Finishing Exterior 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. 811 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 812 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 813 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 814 External Items 815 Trubo vents 816 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 817 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 andrrangements 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 conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 818 Providing and fixing ball bearing for rolling shutters. 819 WATER SUPPLY PIPES AND FITTINGS 820 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 821 Internal work exposed on wall 822 40mm nominal outer dia pipes 823 50mm nominal outer dia pipes 824 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 825 Concealed work including cutting chase and making good the wall etc. 826 20mm nominal outer dia pipes 827 25mm nominal outer dia pipes 828 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 829 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 830 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 831 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 832 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 833 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 834 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 835 110 mm Bend 836 Shoe (Plain)110 mm Shoe 837 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 838 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 839 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 840 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 841 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 842 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 843 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 844 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 845 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 846 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 847 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 848 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 849 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 850 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 851 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 852 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 853 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 854 Supply of 100mm dia Johnson screen. 855 LEACHATE COLLECTION SUMP 856 Earth work 857 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 858 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 859 PCC Work 860 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 861 Reinforced Cement Concrete 862 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 863 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 864 For Bottom Floor 865 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 866 Centering & Shuttering 867 Centering and shuttering including strutting, propping etc. and removal of form for 868 Foundations, footings, bases of columns, etc. for mass concrete 869 Walls (any thickness), including pilasters, buttresses, plinth and string courses 870 Suspended floors, roofs, landings, balconies, access platforms 871 Steel Work 872 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 873 Plaster Work 874 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 875 Water proofing 876 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 877 Construction of Drain Size 0.30*0.60 mtr 878 Earth work 879 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 880 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 881 PCC work 882 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 883 Brick work 884 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 885 Plaster Work 886 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 887 Reinforced Cement Concrete 888 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 889 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 890 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 891 GUARD ROOM DG ROOM 892 Earth work 893 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 894 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 895 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 896 PCC work 897 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 898 Reinforced Cement Concrete 899 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 900 R.C. C. Footing 901 RCC PEDESTAL 902 PLINTH BEAM 903 Centering & Shuttering 904 Centering and shuttering including strutting, propping etc. and removal of form for 905 Foundations, footings, bases of columns, etc. for mass concrete 906 Columns, Pillars, Piers, Abutments, Posts and Struts 907 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 908 Steel work 909 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 910 Anti Termite Treatment 911 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 912 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 913 Electric resistance or induction butt welded tubes 914 Structural steel work riveted, bolted or welded 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. 915 G.I. Profile Sheet for Shed 916 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 917 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 918 Door & Window Work 919 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 920 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 921 Fittings 922 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 923 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 924 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 925 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 926 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 927 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 928 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 929 BOUNDARY AND GATE 930 Earthwork 931 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 932 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 933 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 934 Reinforced Cement Concrete 935 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 936 R.C. C. Footing 937 RCC PEDESTAL 938 PLINTH BEAM 939 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 940 Centering & Shuttering 941 Centering and shuttering including strutting, propping etc. and removal of form for 942 Foundations, footings, bases of columns, etc. for mass concrete 943 Columns, Pillars, Piers, Abutments, Posts and Struts 944 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 945 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 946 Brick Work 947 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 948 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 949 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 950 M.S.Structure work 951 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 952 Electric resistance or induction butt welded tubes 953 Structural steel work riveted, bolted or welded 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. 954 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 955 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 956 Painting & Polishing Work. 957 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 958 Finishing Exterior 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. 959 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 960 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 961 EXTERNAL RCC FLOORING 962 Earthwork 963 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 964 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 965 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 966 Reinforced Cement Concrete 967 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 968 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 969 PLANTER 970 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone agregate ) finished with a floating coat of neat cement, including cement slurry , but excluding the cost of noising of steps etc complete 40 mm thick with 20mm nominal size stone agregate. 971 Brick work 972 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 973 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 974 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 975 Painting Work. 976 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 977 Finishing Exterior 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. 978 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 979 HORTICULTURE AND LANDSCAPING 980 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 981 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 982 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 983 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 984 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 985 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 986 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 987 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 988 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 989 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 990 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 991 Electrification Work(Internal Electrification) 992 WIRING POINTS AND SUBMAIN 993 Point wiring in PVC Conduit 994 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 995 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 996 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 997 Circuit / Sub main wiring in PVC conduit :- 998 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 999 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 1000 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 1001 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 1002 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 1003 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1004 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1005 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 1006 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 1007 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 1008 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 1009 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 1010 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 1011 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 1012 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 1013 G.I.EARTHING 1014 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 1015 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1016 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 1017 ERECTIONOFLIGHTINGFIXTURESANDFANS 1018 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1019 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 1020 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 1021 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 1022 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1023 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1024 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 1025 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 1026 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 1027 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 1028 EXTERNAL Electrification(Non Scheduled Item) 1029 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 1030 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 1031 MECHANICAL WORK(Non Scheduled Item) 1032 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 1033 Car Washer Model : P36/30 with all its accessories and supply and installation. 1034 CCTV Camera 1035 Fire Safety Equipments 1036 LT Distribution Panel 1037 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900Note- The bidder quoting the rate will have to provide workorder of same machine obtainted from any Gov. Org./PSU clearly mentioned with amount/ rate of machine as supporting document for quoted rates. 1038 Vrindavan Sector 08 2 BIN PCTS 1039 Earth work 1040 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1041 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1042 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1043 PCC Work 1044 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1045 Reinforced Cement Concrete 1046 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1047 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1048 R.C. C. Footing 1049 RCC PEDESTAL 1050 PLINTH BEAM 1051 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 1052 For Lintel 1053 For flooring 1054 Centering & Shuttering 1055 Centering and shuttering including strutting, propping etc. and removal of form for 1056 Foundations, footings, bases of columns, etc. for mass concrete 1057 Columns, Pillars, Piers, Abutments, Posts and Struts 1058 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1059 Steel Work 1060 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1061 Anti Termite Treatment 1062 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1063 Brick work 1064 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1065 Plaster Work 1066 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1067 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1068 M.S.Structure for Shed 1069 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1070 Electric resistance or induction butt welded tubes 1071 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 1072 Structural steel work riveted, bolted or welded 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. 1073 G.I. Profile Sheet for Shed 1074 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1075 Painting & Polishing Work. 1076 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1077 Finishing Exterior 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. 1078 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1079 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1080 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 1081 External Items 1082 Trubo vents 1083 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 1084 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 andrrangements 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 conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 1085 Providing and fixing ball bearing for rolling shutters. 1086 WATER SUPPLY PIPES AND FITTINGS 1087 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 1088 Internal work exposed on wall 1089 40mm nominal outer dia pipes 1090 50mm nominal outer dia pipes 1091 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 1092 Concealed work including cutting chase and making good the wall etc. 1093 20mm nominal outer dia pipes 1094 25mm nominal outer dia pipes 1095 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 1096 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 1097 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 1098 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 1099 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 1100 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 1101 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 1102 110 mm Bend 1103 Shoe (Plain)110 mm Shoe 1104 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1105 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1106 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 1107 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 1108 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1109 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 1110 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 1111 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 1112 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 1113 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 1114 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 1115 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 1116 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 1117 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 1118 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 1119 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 1120 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 1121 Supply of 100mm dia Johnson screen. 1122 LEACHATE COLLECTION SUMP 1123 Earth work 1124 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1125 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1126 PCC Work 1127 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1128 Reinforced Cement Concrete 1129 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1130 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 1131 For Bottom Floor 1132 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 1133 Centering & Shuttering 1134 Centering and shuttering including strutting, propping etc. and removal of form for 1135 Foundations, footings, bases of columns, etc. for mass concrete 1136 Walls (any thickness), including pilasters, buttresses, plinth and string courses 1137 Suspended floors, roofs, landings, balconies, access platforms 1138 Steel Work 1139 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1140 Plaster Work 1141 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 1142 Water proofing 1143 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 1144 Construction of Drain Size 0.30*0.60 mtr 1145 Earth work 1146 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1147 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1148 PCC work 1149 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1150 Brick work 1151 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1152 Plaster Work 1153 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1154 Reinforced Cement Concrete 1155 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1156 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 1157 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1158 GUARD ROOM DG ROOM 1159 Earth work 1160 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1161 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1162 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1163 PCC work 1164 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1165 Reinforced Cement Concrete 1166 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1167 R.C. C. Footing 1168 RCC PEDESTAL 1169 PLINTH BEAM 1170 Centering & Shuttering 1171 Centering and shuttering including strutting, propping etc. and removal of form for 1172 Foundations, footings, bases of columns, etc. for mass concrete 1173 Columns, Pillars, Piers, Abutments, Posts and Struts 1174 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1175 Steel work 1176 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1177 Anti Termite Treatment 1178 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1179 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1180 Electric resistance or induction butt welded tubes 1181 Structural steel work riveted, bolted or welded 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. 1182 G.I. Profile Sheet for Shed 1183 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1184 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 1185 Door & Window Work 1186 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 1187 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 1188 Fittings 1189 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 1190 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 1191 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 1192 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 1193 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 1194 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 1195 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1196 BOUNDARY AND GATE 1197 Earthwork 1198 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1199 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1200 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1201 Reinforced Cement Concrete 1202 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1203 R.C. C. Footing 1204 RCC PEDESTAL 1205 PLINTH BEAM 1206 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 1207 Centering & Shuttering 1208 Centering and shuttering including strutting, propping etc. and removal of form for 1209 Foundations, footings, bases of columns, etc. for mass concrete 1210 Columns, Pillars, Piers, Abutments, Posts and Struts 1211 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1212 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1213 Brick Work 1214 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 1215 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1216 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1217 M.S.Structure work 1218 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1219 Electric resistance or induction butt welded tubes 1220 Structural steel work riveted, bolted or welded 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. 1221 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 1222 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1223 Painting & Polishing Work. 1224 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1225 Finishing Exterior 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. 1226 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1227 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1228 EXTERNAL RCC FLOORING 1229 Earthwork 1230 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 1231 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1232 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1233 Reinforced Cement Concrete 1234 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 1235 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1236 PLANTER 1237 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone agregate ) finished with a floating coat of neat cement, including cement slurry , but excluding the cost of noising of steps etc complete 40 mm thick with 20mm nominal size stone agregate. 1238 Brick work 1239 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1240 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 1241 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1242 Painting Work. 1243 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1244 Finishing Exterior 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. 1245 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1246 HORTICULTURE AND LANDSCAPING 1247 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 1248 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 1249 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 1250 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 1251 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 1252 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 1253 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 1254 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 1255 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 1256 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 1257 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 1258 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 1259 Electrification Work(Internal Electrification) 1260 WIRING POINTS AND SUBMAIN 1261 Point wiring in PVC Conduit 1262 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1263 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 1264 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1265 Circuit / Sub main wiring in PVC conduit :- 1266 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 1267 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 1268 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 1269 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 1270 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 1271 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1272 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1273 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 1274 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 1275 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 1276 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 1277 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 1278 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 1279 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 1280 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 1281 G.I.EARTHING 1282 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 1283 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1284 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 1285 ERECTIONOFLIGHTINGFIXTURESANDFANS 1286 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1287 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 1288 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 1289 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 1290 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1291 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1292 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 1293 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 1294 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 1295 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 1296 EXTERNAL Electrification(Non Scheduled Item) 1297 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 1298 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 1299 MECHANICAL WORK(Non Scheduled Item) 1300 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 1301 Car Washer Model : P36/30 with all its accessories and supply and installation. 1302 CCTV Camera 1303 Fire Safety Equipments 1304 LT Distribution Panel 1305 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900Note- The bidder quoting the rate will have to provide workorder of same machine obtainted from any Gov. Org./PSU clearly mentioned with amount/ rate of machine as supporting document for quoted rates. 1306 Sabhaghar 02 BIN PCTS 1307 Earth work 1308 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1309 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1310 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1311 PCC Work 1312 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1313 Reinforced Cement Concrete 1314 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1315 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1316 R.C. C. Footing 1317 RCC PEDESTAL 1318 PLINTH BEAM 1319 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 1320 For Lintel 1321 For flooring 1322 Centering & Shuttering 1323 Centering and shuttering including strutting, propping etc. and removal of form for 1324 Foundations, footings, bases of columns, etc. for mass concrete 1325 Columns, Pillars, Piers, Abutments, Posts and Struts 1326 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1327 Steel Work 1328 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1329 Anti Termite Treatment 1330 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1331 Brick work 1332 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1333 Plaster Work 1334 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1335 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1336 M.S.Structure for Shed 1337 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1338 Electric resistance or induction butt welded tubes 1339 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 1340 Structural steel work riveted, bolted or welded 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. 1341 G.I. Profile Sheet for Shed 1342 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1343 Painting & Polishing Work. 1344 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1345 Finishing Exterior 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. 1346 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1347 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1348 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 1349 External Items 1350 Trubo vents 1351 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 1352 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 andrrangements 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 conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 1353 Providing and fixing ball bearing for rolling shutters. 1354 WATER SUPPLY PIPES AND FITTINGS 1355 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 1356 Internal work exposed on wall 1357 40mm nominal outer dia pipes 1358 50mm nominal outer dia pipes 1359 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 1360 Concealed work including cutting chase and making good the wall etc. 1361 20mm nominal outer dia pipes 1362 25mm nominal outer dia pipes 1363 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 1364 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 1365 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 1366 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 1367 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 1368 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion 110mm 1369 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Bend 87.5 degree 1370 110 mm Bend 1371 Shoe (Plain)110 mm Shoe 1372 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1373 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1374 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)50 mm dia. 1375 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)P-Trap type Floor Trap 110 x 75 mm 1376 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1377 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 1378 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 1379 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 1380 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 1381 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 1382 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 1383 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 1384 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 1385 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 1386 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 1387 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 1388 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 1389 Supply of 100mm dia Johnson screen. 1390 LEACHATE COLLECTION SUMP 1391 Earth work 1392 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1393 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1394 PCC Work 1395 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1396 Reinforced Cement Concrete 1397 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1398 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 1399 For Bottom Floor 1400 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 1401 Centering & Shuttering 1402 Centering and shuttering including strutting, propping etc. and removal of form for 1403 Foundations, footings, bases of columns, etc. for mass concrete 1404 Walls (any thickness), including pilasters, buttresses, plinth and string courses 1405 Suspended floors, roofs, landings, balconies, access platforms 1406 Steel Work 1407 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1408 Plaster Work 1409 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 1410 Water proofing 1411 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 1412 Construction of Drain Size 0.30*0.60 mtr 1413 Earth work 1414 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1415 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1416 PCC work 1417 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1418 Brick work 1419 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1420 Plaster Work 1421 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1422 Reinforced Cement Concrete 1423 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 1424 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 1425 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1426 GUARD ROOM DG ROOM 1427 Earth work 1428 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1429 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1430 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1431 PCC work 1432 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1433 Reinforced Cement Concrete 1434 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1435 R.C. C. Footing 1436 RCC PEDESTAL 1437 PLINTH BEAM 1438 Centering & Shuttering 1439 Centering and shuttering including strutting, propping etc. and removal of form for 1440 Foundations, footings, bases of columns, etc. for mass concrete 1441 Columns, Pillars, Piers, Abutments, Posts and Struts 1442 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1443 Steel work 1444 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1445 Anti Termite Treatment 1446 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1447 M.S.Structure Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1448 Electric resistance or induction butt welded tubes 1449 Structural steel work riveted, bolted or welded 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. 1450 G.I. Profile Sheet for Shed 1451 Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1452 Providing and fixing Mild Steel (MS) jali with door made with 6 mm MS bars welded in square pattern at 100 mm c/c, with MS angle iron frame (25×25×3 mm), including hinges, tower bolts, handles, priming coat of red oxide zinc chromate primer, complete as per design and direction of Engineer-in-Charge. 1453 Door & Window Work 1454 Providing and fixing 1 mm thick M.S. sheet door with frame of 40×40×6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 1455 Providing and fixing aluminium sliding window with frame made of aluminium (R2 series), 2-panel, including 5mm float glass, powder coating, rollers, handles, and locks as per design. 1456 Fittings 1457 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 1458 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 1459 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 1460 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 1461 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 1462 Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 1463 Painting & Polishing WorkFinishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1464 BOUNDARY AND GATE 1465 Earthwork 1466 Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. 1467 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1468 PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1469 Reinforced Cement Concrete 1470 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1471 R.C. C. Footing 1472 RCC PEDESTAL 1473 PLINTH BEAM 1474 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 1475 Centering & Shuttering 1476 Centering and shuttering including strutting, propping etc. and removal of form for 1477 Foundations, footings, bases of columns, etc. for mass concrete 1478 Columns, Pillars, Piers, Abutments, Posts and Struts 1479 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1480 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1481 Brick Work 1482 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 1483 Brick work with common burnt clay F.P.S. (non modular) bricks offirstclass in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1484 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1485 M.S.Structure work 1486 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1487 Electric resistance or induction butt welded tubes 1488 Structural steel work riveted, bolted or welded 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. 1489 Steel work for MS Gate in built up tubler(round, square or rctangular hollow tubes etc.) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. 1490 G.I. Profile Sheet for Boundry Cladding Supply & fixing built up panel for (roof & Partition wall ) sheeting consisting of top sheet colour coated 0.45mm base metal thickness trapezoidal profile of 1015 mm effective cover width, with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan,Tata BlueScope Steel make or approved equivalent. (Built up panel sheet with 50mm Rockwool insulation).The Bottom sheet Cement Board / Tata BlueScope Steel make or approved equivalent trapezoidal profile of 1000 mm effective cover width, with four major corrugation, 28.5mm deep rib spaced at 200mm c/c with two stiffener in the pan. In between top & bottom sheet 50 mm thick Fibre Rock wool Insulation & density of 48 Kg/cum to be provided. The whole system shall be fastened with nominal 40μm zinc coated or nominal 25μm zinc-tin alloy coated, Hex head, selfdrilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalent) with EPDM washer as per the requirement considering the profile shape and design load. 1491 Painting & Polishing Work. 1492 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1493 Finishing Exterior 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. 1494 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1495 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 1496 EXTERNAL RCC FLOORING 1497 Earthwork 1498 Rough excavation and banking in layers not exceeding 20 cm depth, breaking clods, watering, rolling with ½ tonne roller or rammers, and dressing up in embankments for roads, flood banks, guide banks, filling depressions, with lead up to 50 m for all lifts. 1499 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1500 PCC WorkProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1501 Reinforced Cement Concrete 1502 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting ofoncrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Coumns 1503 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1504 PLANTER 1505 CC Flooring Work52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 1506 Brick work 1507 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 1508 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth : Cement mortar 1:3 (1 cement : 3 coarse sand) 1509 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1510 Painting Work. 1511 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1512 Finishing Exterior 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. 1513 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 1514 HORTICULTURE AND LANDSCAPING 1515 Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot /Plastic pot. 1516 Croton Petra having ht. 45 cm & above with 2 to 3 branches, well developed,fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot. 1517 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 1518 Schefflera Variegated mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh &healthy bright leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot. 1519 Salvia red Hybrid dwarf variety having 15 cm to 25 cm ht., well developed with fresh & healthy foliage in bloom in 20 cm Earthen Pot/Plastic Pot. 1520 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 1521 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 1522 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 1523 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 1524 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 1525 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 1526 Spreading of sludge, dumpmanure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 1527 Electrification Work(Internal Electrification) 1528 WIRING POINTS AND SUBMAIN 1529 Point wiring in PVC Conduit 1530 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1531 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 1532 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1533 Circuit / Sub main wiring in PVC conduit :- 1534 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 1535 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. 1536 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 25 mm. 1537 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 1538 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 1539 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1540 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1541 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 1542 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 1543 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door, horizontal type 1544 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole 1545 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 1546 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps. 1547 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 1548 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 1549 G.I.EARTHING 1550 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 1551 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1552 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 1553 ERECTIONOFLIGHTINGFIXTURESANDFANS 1554 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1555 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 1556 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 1557 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 1558 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1559 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 1560 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.1200 mm sweep 1561 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 1562 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers.8 Way TPN 1563 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 100 Amp FP MCCB(16 KA) 1564 EXTERNAL Electrification(Non Scheduled Item) 1565 Supply & Fixingof 30W SOLAR STREET LIGHT - 7 METER POLE , Foundation bolt ,Bracket ( Luminary / Panel),125 W SOLAR PANEL, 12.8V / 78AH LIPO4 .BATTERY TOP- 70MM , BOTTOM - 130MM , etc all complete of direction of engineer in charge. 1566 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 1567 MECHANICAL WORK(Non Scheduled Item) 1568 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 1569 Car Washer Model : P36/30 with all its accessories and supply and installation. 1570 CCTV Camera 1571 Fire Safety Equipments 1572 LT Distribution Panel 1573 Supply & Installation of Portable compactor (PCTS) of 20 CuM capacityA. General Description:Portable Compactor is a compactor capable of being transported from one location to another and placeable at any place for the refuse collection, compaction & transferring. It will come as an integral unit incorporating the Container and the Compaction unit. The Portable Compactor will be such that can be lifted by a specially designed Hook Loader, unit mounted on a Truck chassis for transportation and unloading of compacted garbage. One hydraulically operated tipping device mounted on Compaction unit, to receive and unload the waste into Compaction unit to compact it into the Container – which is called Tip Cart. Features of Portable Compactors: 1. The Portable Compactor shall be of front-loading type with a hydraulic operated device to receive waste from hand cart / tricycle vans/ small tippers etc. 2. The Portable Compactor shall be provided with suitable drainage system to unload leachate in nearby drain. Leachate will not drop on road during transportation due to leak proof sealing at rear door. 3. The size of the compaction chamber shall be of 1.3 m3 to 1.5 m3 (Stroke Volume). 4. Compaction unit shall be powered by Hydraulic power unit. 5. Entire body shall be in rectangular shape with rounded corners, for an easy discharge of waste and ensure complete filling with compacted garbage. 6. Container Body of the compactor shall be completely smooth, without any reinforcement ribs on the body surface, to reduce material stress and keep the strength of the body intact and avoid deformation due to weld joints. 7. Body bottom shall be flat enough to accommodate Body runner’s (bottom long members) to support the Compactor Body on Hook Loader. 8. Back door assembly shall be top hinged with vertical travel to unlock the door. 9. Door assembly shall have swiveling movement w.r.t. top hinge. 10. Automatic rear door locking arrangement shall be equipped with four cams located at four corners of the door to ensure zero leakage. All four cams shall be engaged with rear door by Hydraulic operated locking mechanism. 11. Compaction unit shall be incorporated with Special rear door rubber with double lid to ensure the sealing of the compactor and can be demountable.12. The Portable compactor will have fixed tipcart of 2.5 To 3 m3 capacity. 13. Compactor body shall be manufactured out of high tensile steel with a yield limit of 350N/mm2 or equivalent. 14. Compactor body shall be provided with minimum One leachate drainage outlet with leak proof aluminum cam lock couplings of minimum 3-inch diameter. 15. Compaction of garbage shall achieve up to a density of 600-800 Kg / cum depending on Density of input Garbage. 16. All electro-hydraulic functions and working principle of machine shall be PLC based, Crusher working indication and Compactor full indication shall be indicated by Indicator Light (LED) or displayed on HMI Screen when required. 17. Hydraulic Power Pack shall be accommodated within the compaction unit and same shall be mounted on rails to facilitate maintenance & repair as & when required, from outside of the machine. 18. Control panel of operating system shall be equipped with main switch, HMI Screen Or Indicator Light, emergency stop, connecting socket and operating push buttons. 19. All electrical circuits shall be enclosed in control box with start & stop buttons according to IP65. 20. Control panel is located outside the operating area, safe for the operator. 21. Construction of the entire compactor shall be robust and sturdy enough to maintain its structure throughout its service life. 22. Rear frame, front frame, rear door and structure of compaction unit shall be of high strength steel of Y.S 350N/mm2. 23. Floor of charge chamber shall be minimum 6 mm thick and made of Wear resistance steel and shall be supported by longitudinal members and intermediate bracing. 24. The Crusher Block shall have a scissor shaped head to crush the refuse inside the container. Special teeth inside the container shall be provided to retain the refuse inside the container. 25. The bottom plate of Crusher block is made of not less then 8 mm Wear resistance steel. 26. Container shall be of Rectangular shape to ensure good compaction ratio, light weight, Hi-strength longer life, and easier discharging of all refuse after compaction. 27. The workflow of the arrangement shall be such that - loading the waste in to Tip cart by collecting vehicle - loading the waste in to Compactor by Tip Cart - handling the full container with hook loader - transport the container to dump yard - discharging the waste. SAFETY FEATURES: 1. All safety features would be included in the unit like start/stop buttons. 2. All Electrical System faults will be indicated by Indicator Light (LED) or displayed on HMI Screen. B. TECHNICAL PARAMETERS: We are furnishing technical parameters of MX160-20 CuM Mobile Compactors: Sl. No Description Parameter 1 Body Volume in CuM 20,2 Compaction ratio base on Indian waste (approx.) 0.6 to 0.8, 3 Pressure (Bar) 240 to 260, 4 Power (KW) 5 to 6, 5 Voltage (V) 400 to 450 6 Working Capacity m3/hour 80 to 90, 7 Compaction Force (Kn) 350 to 400, 8 Cycle time for Crusher (Seconds) 50 ± 2 to 60 ± 2 9 Cycle time for Tipcart (Seconds) 40-50 10 Compaction Chamber Volume (m3) 1.4-1.6 11 Tip Cart capacity (m3) 3.5-4 12 Approximate Compactor weight with Hydraulics (Kg) more than 5900Note- The bidder quoting the rate will have to provide workorder of same machine obtainted from any Gov. Org./PSU clearly mentioned with amount/ rate of machine as supporting document for quoted rates.
