Tender For Construction Of Pcts(Packet 3) At Different Site Of Zone-2,5 And 8 In Lucknow Nagar Nigam Under Package-2. - Industrial Area 02 Bin Pcts 2 Earth Work 3 Excavation In Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Up To 1.5 M, lucknow-Uttar Pradesh

Tender For Construction Of Pcts(Packet 3) At Different Site Of Zone-2,5 And 8 In Lucknow Nagar Nigam Under Package-2. - Industrial Area 02 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 class 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) 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 class 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) 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 class designation 7.5 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 offirst class 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 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) 203 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 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 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) : 219 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 220 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). 221 Electrification Work(Internal Electrification) 222 WIRING POINTS AND SUBMAIN 223 Point wiring in PVC Conduit 224 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. 225 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 226 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. 227 Circuit / Sub main wiring in PVC conduit :- 228 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 229 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. 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 25 mm. 231 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 232 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. 233 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. 234 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 235 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 236 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 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) 6 way (4 + 18), Double door, horizontal type 238 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 239 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 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 63 amps. 241 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 242 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. 243 G.I.EARTHING 244 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. 245 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) 246 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. 247 ERECTIONOFLIGHTINGFIXTURESANDFANS 248 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. 249 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 250 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 251 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 252 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 253 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 254 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 255 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 256 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 257 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) 258 EXTERNAL Electrification (Non Scheduled Item) 259 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. 260 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. 261 MECHANICAL WORK (Non Scheduled Item) 262 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 263 Car Washer Model : P36/30 with all its accessories and supply and installation. 264 CCTV Camera 265 Fire Safety Equipments 266 LT Distribution Panel 267 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. 268 Manak Nagar 2 BIN PCTS 269 DISMANTELLING WORK 270 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 271 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 272 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge 273 Demolishing brick work manually / by mechanical means including stacking of servicable materials and disposal of unservicable material within 50 metre lead as per direction of Engineer-in- charge In Cement Mortar 274 Earth work 275 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. 276 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. 277 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 278 PCC Work 279 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) 280 Reinforced Cement Concrete 281 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. 282 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 283 R.C. C. Footing 284 RCC PEDESTAL 285 PLINTH BEAM 286 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 287 For Lintel 288 For flooring 289 Centering & Shuttering 290 Centering and shuttering including strutting, propping etc. and removal of form for 291 Foundations, footings, bases of columns, etc. for mass concrete 292 Columns, Pillars, Piers, Abutments, Posts and Struts 293 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 294 Steel Work 295 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 296 Anti Termite Treatment 297 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 298 Brick work 299 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 300 Plaster Work 301 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 302 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 303 M.S.Structure for Shed 304 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. 305 Electric resistance or induction butt welded tubes 306 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 307 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. 308 G.I. Profile Sheet for Shed 309 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. 310 Painting & Polishing Work. 311 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. 312 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. 313 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. 314 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 315 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 316 External Items 317 Trubo vents 318 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 319 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 320 Providing and fixing ball bearing for rolling shutters. 321 WATER SUPPLY PIPES AND FITTINGS 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 testing of joints complete as per direction of Engineer in charge. 323 Internal work exposed on wall 324 40mm nominal outer dia pipes 325 50mm nominal outer dia pipes 326 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. 327 Concealed work including cutting chase and making good the wall etc. 328 20mm nominal outer dia pipes 329 25mm nominal outer dia pipes 330 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 331 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 332 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 333 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 334 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. 335 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 336 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 337 110 mm Bend 338 Shoe (Plain)110 mm Shoe 339 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 340 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) 341 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. 342 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 343 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 344 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 345 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 346 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 347 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. 348 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. 349 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 350 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. 351 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. 352 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 353 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 354 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 355 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 356 Supply of 100mm dia Johnson screen. 357 LEACHATE COLLECTION SUMP 358 Earth work 359 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. 360 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. 361 PCC Work 362 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) 363 Reinforced Cement Concrete 364 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. 365 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 366 For Bottom Floor 367 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 368 Centering & Shuttering 369 Centering and shuttering including strutting, propping etc. and removal of form for 370 Foundations, footings, bases of columns, etc. for mass concrete 371 Walls (any thickness), including pilasters, buttresses, plinth and string courses 372 Suspended floors, roofs, landings, balconies, access platforms 373 Steel Work 374 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 375 Plaster Work 376 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 377 Water proofing 378 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. 379 Construction of Drain Size 0.30*0.60 mtr 380 Earth work 381 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. 382 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. 383 PCC work 384 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) 385 Brick work 386 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 387 Plaster Work 388 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 389 Reinforced Cement Concrete 390 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. 391 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 392 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 393 GUARD ROOM DG ROOM 394 Earth work 395 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. 396 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. 397 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 398 PCC work 399 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) 400 Reinforced Cement Concrete 401 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 402 R.C. C. Footing 403 RCC PEDESTAL 404 PLINTH BEAM 405 Centering & Shuttering 406 Centering and shuttering including strutting, propping etc. and removal of form for 407 Foundations, footings, bases of columns, etc. for mass concrete 408 Columns, Pillars, Piers, Abutments, Posts and Struts 409 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 410 Steel work 411 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 412 Anti Termite Treatment 413 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 414 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. 415 Electric resistance or induction butt welded tubes 416 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. 417 G.I. Profile Sheet for Shed 418 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. 419 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. 420 Door & Window Work 421 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. 422 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. 423 Fittings 424 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 425 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 426 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 427 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 428 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 429 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. 430 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 431 BOUNDARY AND GATE 432 Earthwork 433 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. 434 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. 435 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) 436 Reinforced Cement Concrete 437 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 438 R.C. C. Footing 439 RCC PEDESTAL 440 PLINTH BEAM 441 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 442 Centering & Shuttering 443 Centering and shuttering including strutting, propping etc. and removal of form for 444 Foundations, footings, bases of columns, etc. for mass concrete 445 Columns, Pillars, Piers, Abutments, Posts and Struts 446 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 447 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 448 Brick Work 449 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) 450 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 451 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 452 M.S.Structure work 453 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. 454 Electric resistance or induction butt welded tubes 455 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. 456 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. 457 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. 458 Painting & Polishing Work. 459 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. 460 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. 461 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. 462 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 463 EXTERNAL RCC FLOORING 464 Earthwork 465 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. 466 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 467 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) 468 Reinforced Cement Concrete 469 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 470 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 471 PLANTER 472 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. 473 Brick work 474 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 475 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) 476 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 477 Painting Work. 478 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. 479 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. 480 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. 481 HORTICULTURE AND LANDSCAPING 482 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. 483 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. 484 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 485 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. 486 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. 487 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 488 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 489 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 490 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). 491 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) : 492 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 493 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). 494 Electrification Work(Internal Electrification) 495 WIRING POINTS AND SUBMAIN 496 Point wiring in PVC Conduit 497 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. 498 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 499 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. 500 Circuit / Sub main wiring in PVC conduit :- 501 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 502 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. 503 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. 504 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 505 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. 506 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. 507 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 508 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 509 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 510 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 511 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 512 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 513 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. 514 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 515 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. 516 G.I.EARTHING 517 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. 518 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) 519 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. 520 ERECTIONOFLIGHTINGFIXTURESANDFANS 521 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. 522 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 523 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 524 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 525 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 526 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 527 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 528 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 529 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 530 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) 531 EXTERNAL Electrification (Non Scheduled Item) 532 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. 533 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. 534 MECHANICAL WORK (Non Scheduled Item) 535 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 536 Car Washer Model : P36/30 with all its accessories and supply and installation. 537 CCTV Camera 538 Fire Safety Equipments 539 LT Distribution Panel 540 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. 541 Home guard Mukhyalaya 1 BIN PCTS 542 Earth work 543 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. 544 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. 545 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 546 PCC Work 547 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) 548 Reinforced Cement Concrete 549 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. 550 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 551 R.C. C. Footing 552 RCC PEDESTAL 553 PLINTH BEAM 554 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 555 For Lintel 556 For flooring 557 Centering & Shuttering 558 Centering and shuttering including strutting, propping etc. and removal of form for 559 Foundations, footings, bases of columns, etc. for mass concrete 560 Columns, Pillars, Piers, Abutments, Posts and Struts 561 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 562 Steel Work 563 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 564 Anti Termite Treatment 565 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 566 Brick work 567 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 568 Plaster Work 569 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 570 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 571 M.S.Structure for Shed 572 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. 573 Electric resistance or induction butt welded tubes 574 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 575 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. 576 G.I. Profile Sheet for Shed 577 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. 578 Painting & Polishing Work. 579 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. 580 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. 581 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. 582 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 583 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 584 External Items 585 Trubo vents 586 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 587 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 588 Providing and fixing ball bearing for rolling shutters. 589 WATER SUPPLY PIPES AND FITTINGS 590 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. 591 Internal work exposed on wall 592 40mm nominal outer dia pipes 593 50mm nominal outer dia pipes 594 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. 595 Concealed work including cutting chase and making good the wall etc. 596 20mm nominal outer dia pipes 597 25mm nominal outer dia pipes 598 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 599 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 600 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 601 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 602 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. 603 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 604 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 605 110 mm Bend 606 Shoe (Plain)110 mm Shoe 607 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 608 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) 609 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. 610 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 611 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 612 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 613 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 614 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 615 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. 616 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. 617 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 618 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. 619 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. 620 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 621 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 622 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 623 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 624 Supply of 100mm dia Johnson screen. 625 LEACHATE COLLECTION SUMP 626 Earth work 627 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. 628 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. 629 PCC Work 630 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) 631 Reinforced Cement Concrete 632 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. 633 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 634 For Bottom Floor 635 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 636 Centering & Shuttering 637 Centering and shuttering including strutting, propping etc. and removal of form for 638 Foundations, footings, bases of columns, etc. for mass concrete 639 Walls (any thickness), including pilasters, buttresses, plinth and string courses 640 Suspended floors, roofs, landings, balconies, access platforms 641 Steel Work 642 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 643 Plaster Work 644 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 645 Water proofing 646 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. 647 Construction of Drain Size 0.30*0.60 mtr 648 Earth work 649 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. 650 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. 651 PCC work 652 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) 653 Brick work 654 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 655 Plaster Work 656 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 657 Reinforced Cement Concrete 658 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. 659 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 660 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 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 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 681 M.S.Structure work 682 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. 683 Electric resistance or induction butt welded tubes 684 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. 685 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. 686 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. 687 Painting & Polishing Work. 688 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. 689 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. 690 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. 691 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 692 EXTERNAL RCC FLOORING 693 Earthwork 694 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. 695 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 696 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) 697 Reinforced Cement Concrete 698 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 699 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 700 HORTICULTURE AND LANDSCAPING 701 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. 702 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. 703 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 704 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. 705 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. 706 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 707 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 708 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 709 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). 710 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) : 711 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 712 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). 713 Electrification Work(Internal Electrification) 714 WIRING POINTS AND SUBMAIN 715 Point wiring in PVC Conduit 716 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. 717 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 718 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. 719 Circuit / Sub main wiring in PVC conduit :- 720 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 721 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. 722 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. 723 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 724 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. 725 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. 726 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 727 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 728 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 729 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 730 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 731 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 732 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. 733 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 734 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. 735 G.I.EARTHING 736 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. 737 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) 738 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. 739 ERECTIONOFLIGHTINGFIXTURESANDFANS 740 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. 741 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 742 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 743 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 744 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 745 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 746 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 747 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 748 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 749 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) 750 EXTERNAL Electrification (Non Scheduled Item) 751 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. 752 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. 753 MECHANICAL WORK (Non Scheduled Item) 754 Car Washer Model : P36/30 with all its accessories and supply and installation. 755 CCTV Camera 756 Fire Safety Equipments 757 LT Distribution Panel 758 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. 759 South city 2 BIN PCTS 760 DISMANTELLING WORK 761 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 762 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 763 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge 764 Demolishing brick work manually / by mechanical means including stacking of servicable materials and disposal of unservicable material within 50 metre lead as per direction of Engineer-in- charge In Cement Mortar 765 Earth work 766 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. 767 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. 768 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 769 PCC Work 770 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) 771 Reinforced Cement Concrete 772 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. 773 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 774 R.C. C. Footing 775 RCC PEDESTAL 776 PLINTH BEAM 777 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 778 For Lintel 779 For flooring 780 Centering & Shuttering 781 Centering and shuttering including strutting, propping etc. and removal of form for 782 Foundations, footings, bases of columns, etc. for mass concrete 783 Columns, Pillars, Piers, Abutments, Posts and Struts 784 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 785 Steel Work 786 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 787 Anti Termite Treatment 788 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 789 Brick work 790 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 791 Plaster Work 792 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 793 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 794 M.S.Structure for Shed 795 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. 796 Electric resistance or induction butt welded tubes 797 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 798 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. 799 G.I. Profile Sheet for Shed 800 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. 801 Painting & Polishing Work. 802 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. 803 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. 804 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. 805 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 806 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 807 External Items 808 Trubo vents 809 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 810 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 811 Providing and fixing ball bearing for rolling shutters. 812 WATER SUPPLY PIPES AND FITTINGS 813 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. 814 Internal work exposed on wall 815 40mm nominal outer dia pipes 816 50mm nominal outer dia pipes 817 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. 818 Concealed work including cutting chase and making good the wall etc. 819 20mm nominal outer dia pipes 820 25mm nominal outer dia pipes 821 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 822 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 823 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 824 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 825 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. 826 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 827 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 828 110 mm Bend 829 Shoe (Plain)110 mm Shoe 830 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 831 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) 832 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. 833 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 834 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 835 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 836 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 837 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 838 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. 839 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. 840 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 841 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. 842 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. 843 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 844 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 845 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 846 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 847 Supply of 100mm dia Johnson screen. 848 LEACHATE COLLECTION SUMP 849 Earth work 850 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. 851 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. 852 PCC Work 853 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) 854 Reinforced Cement Concrete 855 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. 856 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 857 For Bottom Floor 858 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 859 Centering & Shuttering 860 Centering and shuttering including strutting, propping etc. and removal of form for 861 Foundations, footings, bases of columns, etc. for mass concrete 862 Walls (any thickness), including pilasters, buttresses, plinth and string courses 863 Suspended floors, roofs, landings, balconies, access platforms 864 Steel Work 865 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 866 Plaster Work 867 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 868 Water proofing 869 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. 870 Construction of Drain Size 0.30*0.60 mtr 871 Earth work 872 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. 873 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. 874 PCC work 875 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) 876 Brick work 877 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 878 Plaster Work 879 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 880 Reinforced Cement Concrete 881 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. 882 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 883 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 884 GUARD ROOM DG ROOM 885 Earth work 886 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. 887 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. 888 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 889 PCC work 890 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) 891 Reinforced Cement Concrete 892 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 893 R.C. C. Footing 894 RCC PEDESTAL 895 PLINTH BEAM 896 Centering & Shuttering 897 Centering and shuttering including strutting, propping etc. and removal of form for 898 Foundations, footings, bases of columns, etc. for mass concrete 899 Columns, Pillars, Piers, Abutments, Posts and Struts 900 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 901 Steel work 902 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 903 Anti Termite Treatment 904 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 905 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. 906 Electric resistance or induction butt welded tubes 907 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. 908 G.I. Profile Sheet for Shed 909 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. 910 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. 911 Door & Window Work 912 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. 913 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. 914 Fittings 915 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 916 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 917 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 918 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 919 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 920 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. 921 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 922 PLANTER 923 CC Flooring Work52 mm thick cement concrete flooring 1:2:4 (1 cement : 2 coarse sand :4 graded stone agregate ) finished with a floating coat of neat cement including cment slurry but excluding the cost of nosing of steps 924 Brick work 925 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 926 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) 927 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 928 Painting Work. 929 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. 930 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. 931 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. 932 HORTICULTURE AND LANDSCAPING 933 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. 934 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. 935 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 936 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. 937 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. 938 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 939 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 940 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 941 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) : 942 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 943 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). 944 Electrification Work(Internal Electrification) 945 WIRING POINTS AND SUBMAIN 946 Point wiring in PVC Conduit 947 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. 948 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 949 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. 950 Circuit / Sub main wiring in PVC conduit :- 951 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 952 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. 953 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. 954 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 955 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. 956 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. 957 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 958 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 959 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 960 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 961 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 962 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 963 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. 964 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 965 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. 966 G.I.EARTHING 967 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. 968 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) 969 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. 970 ERECTIONOFLIGHTINGFIXTURESANDFANS 971 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. 972 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 973 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 974 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 975 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 976 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 977 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 978 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 979 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 980 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) 981 EXTERNAL Electrification (Non Scheduled Item) 982 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. 983 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. 984 MECHANICAL WORK (Non Scheduled Item) 985 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 986 Car Washer Model : P36/30 with all its accessories and supply and installation. 987 CCTV Camera 988 Fire Safety Equipments 989 LT Distribution Panel 990 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. 991 Bijnor Road 02 BIN PCTS 992 Earth work 993 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. 994 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. 995 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 996 PCC Work 997 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) 998 Reinforced Cement Concrete 999 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. 1000 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor Footing 1001 R.C. C. Footing 1002 RCC PEDESTAL 1003 PLINTH BEAM 1004 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum For Columns 1005 For Lintel 1006 For flooring 1007 Centering & Shuttering 1008 Centering and shuttering including strutting, propping etc. and removal of form for 1009 Foundations, footings, bases of columns, etc. for mass concrete 1010 Columns, Pillars, Piers, Abutments, Posts and Struts 1011 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1012 Steel Work 1013 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1014 Anti Termite Treatment 1015 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 1016 Brick work 1017 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 1018 Plaster Work 1019 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1020 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1021 M.S.Structure for Shed 1022 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. 1023 Electric resistance or induction butt welded tubes 1024 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 1025 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. 1026 G.I. Profile Sheet for Shed 1027 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. 1028 Painting & Polishing Work. 1029 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. 1030 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. 1031 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. 1032 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 1033 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 1034 External Items 1035 Trubo vents 1036 Supplying and fixing 6 mm thick twin-wall UV-stabilized polycarbonate sheet for skylight roofing including all necessary accessories, profiles, and labor 1037 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 1038 Providing and fixing ball bearing for rolling shutters. 1039 WATER SUPPLY PIPES AND FITTINGS 1040 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. 1041 Internal work exposed on wall 1042 40mm nominal outer dia pipes 1043 50mm nominal outer dia pipes 1044 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. 1045 Concealed work including cutting chase and making good the wall etc. 1046 20mm nominal outer dia pipes 1047 25mm nominal outer dia pipes 1048 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)40 mm nominal bore 1049 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 1050 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 1051 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 1052 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. 1053 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 1054 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 1055 110 mm Bend 1056 Shoe (Plain)110 mm Shoe 1057 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1058 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) 1059 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. 1060 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 1061 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1062 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 1063 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 1064 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 1065 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. 1066 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. 1067 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 1068 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. 1069 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. 1070 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 1071 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 1072 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 1073 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 1074 Supply of 100mm dia Johnson screen. 1075 LEACHATE COLLECTION SUMP 1076 Earth work 1077 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. 1078 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. 1079 PCC Work 1080 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) 1081 Reinforced Cement Concrete 1082 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. 1083 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFor RCC Wall. 1084 For Bottom Floor 1085 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 1086 Centering & Shuttering 1087 Centering and shuttering including strutting, propping etc. and removal of form for 1088 Foundations, footings, bases of columns, etc. for mass concrete 1089 Walls (any thickness), including pilasters, buttresses, plinth and string courses 1090 Suspended floors, roofs, landings, balconies, access platforms 1091 Steel Work 1092 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1093 Plaster Work 1094 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 1095 Water proofing 1096 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. 1097 Construction of Drain Size 0.30*0.60 mtr 1098 Earth work 1099 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. 1100 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. 1101 PCC work 1102 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) 1103 Brick work 1104 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 1105 Plaster Work 1106 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1107 Reinforced Cement Concrete 1108 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. 1109 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum For Slab 1110 Steel work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1111 GUARD ROOM DG ROOM 1112 Earth work 1113 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. 1114 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. 1115 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1116 PCC work 1117 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) 1118 Reinforced Cement Concrete 1119 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 1120 R.C. C. Footing 1121 RCC PEDESTAL 1122 PLINTH BEAM 1123 Centering & Shuttering 1124 Centering and shuttering including strutting, propping etc. and removal of form for 1125 Foundations, footings, bases of columns, etc. for mass concrete 1126 Columns, Pillars, Piers, Abutments, Posts and Struts 1127 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1128 Steel work 1129 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1130 Anti Termite Treatment 1131 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 1132 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. 1133 Electric resistance or induction butt welded tubes 1134 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. 1135 G.I. Profile Sheet for Shed 1136 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. 1137 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. 1138 Door & Window Work 1139 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. 1140 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. 1141 Fittings 1142 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm 1143 Providing and fixing 300x16x5 mmbright finished brass door latch with necessary screws etc. complete 1144 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm 1145 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm 1146 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 1147 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. 1148 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 1149 BOUNDARY AND GATE 1150 Earthwork 1151 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. 1152 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. 1153 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) 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, 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 1156 R.C. C. Footing 1157 RCC PEDESTAL 1158 PLINTH BEAM 1159 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum For Columns 1160 Centering & Shuttering 1161 Centering and shuttering including strutting, propping etc. and removal of form for 1162 Foundations, footings, bases of columns, etc. for mass concrete 1163 Columns, Pillars, Piers, Abutments, Posts and Struts 1164 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 1165 Steel Work Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1166 Brick Work 1167 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) 1168 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 1169 Plaster Work12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1170 M.S.Structure work 1171 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. 1172 Electric resistance or induction butt welded tubes 1173 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. 1174 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. 1175 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. 1176 Painting & Polishing Work. 1177 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. 1178 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. 1179 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. 1180 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 1181 EXTERNAL RCC FLOORING 1182 Earthwork 1183 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. 1184 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1185 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) 1186 Reinforced Cement Concrete 1187 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 1188 Steel WorkReinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 1189 PLANTER 1190 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. 1191 Brick work 1192 Brick work with common burnt clay F.P.S. (non modular) bricks offirst class 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) 1193 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) 1194 Plaster Work 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1195 Painting Work. 1196 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. 1197 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. 1198 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. 1199 HORTICULTURE AND LANDSCAPING 1200 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. 1201 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. 1202 Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm 1203 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. 1204 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. 1205 Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot 1206 Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. 1207 Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot. 1208 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). 1209 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) : 1210 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 1211 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). 1212 Electrification Work(Internal Electrification) 1213 WIRING POINTS AND SUBMAIN 1214 Point wiring in PVC Conduit 1215 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. 1216 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 1217 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. 1218 Circuit / Sub main wiring in PVC conduit :- 1219 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 1220 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. 1221 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. 1222 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 1223 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. 1224 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. 1225 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1226 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 1227 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 1228 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 1229 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 1230 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 1231 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. 1232 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 1233 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. 1234 G.I.EARTHING 1235 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. 1236 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) 1237 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. 1238 ERECTIONOFLIGHTINGFIXTURESANDFANS 1239 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. 1240 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 1241 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 1242 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 1243 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 1244 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 1245 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 1246 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 1247 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 1248 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) 1249 EXTERNAL Electrification (Non Scheduled Item) 1250 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. 1251 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. 1252 MECHANICAL WORK (Non Scheduled Item) 1253 Weighbridgeand all its accessories with supply and inastallationType QWSof 15 MT Capacity , pit less 1254 Car Washer Model : P36/30 with all its accessories and supply and installation. 1255 CCTV Camera 1256 Fire Safety Equipments 1257 LT Distribution Panel 1258 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.

INR 41300 /-

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