| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1706789220000 | 1 | None | None | Buildings | Construction of GHPS school at Mugali village in Ron Taluka of Gadag dist. | 6879163.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2382096 | 70833 | None | Item Code 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 95.0 | 95.0 | 129.57 | False | None | None | False | None | False | 12309.15 | 0 | | 2382097 | 70833 | None | Item Code 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage
of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 102.0 | 102.0 | 333.07 | False | None | None | False | None | False | 33973.14 | 0 | | 2382098 | 70833 | None | Item Code 1.15.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage
of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth upto 1.5 m depth
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 363.0 | 363.0 | 83.27 | False | None | None | False | None | False | 30227.01 | 0 | | 2382099 | 70833 | None | Item Code 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 266.0 | 266.0 | 333.07 | False | None | None | False | None | False | 88596.62 | 0 | | 2382100 | 70833 | None | Item Code 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 474.0 | 474.0 | 221.59 | False | None | None | False | None | False | 105033.66 | 0 | | 2382101 | 70833 | None | Item Code 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 5989.0 | 5989.0 | 73.31 | False | None | None | False | None | False | 439053.59 | 0 | | 2382102 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 74.57 | False | None | None | False | None | False | 463750.83 | 0 | | 2382103 | 70833 | None | Item Code1a | Formwork, Centering & Scaffloding 8% For Isolated Footing
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 497.52 | 497.52 | 74.57 | False | None | None | False | None | False | 37100.0664 | 0 | | 2382104 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 6.71 | False | None | None | False | None | False | 41729.49 | 0 | | 2382105 | 70833 | None | Item Code 9 | Formwork, Centering & Scaffloding 70% For Columns up to plinth
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4353.3 | 4353.3 | 6.71 | False | None | None | False | None | False | 29210.643 | 0 | | 2382106 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 14.75 | False | None | None | False | None | False | 91730.25 | 0 | | 2382107 | 70833 | None | Item Code 9 | Formwork, Centering & Scaffloding 70% For Columns
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4353.3 | 4353.3 | 14.75 | False | None | None | False | None | False | 64211.175 | 0 | | 2382108 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 19.69 | False | None | None | False | None | False | 122452.11 | 0 | | 2382109 | 70833 | None | Item Code 2 | Formwork, Centering & Scaffloding 50% For Plinth Beams
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3109.5 | 3109.5 | 19.68 | False | None | None | False | None | False | 61194.96 | 0 | | 2382110 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 20.86 | False | None | None | False | None | False | 129728.34 | 0 | | 2382111 | 70833 | None | Item Code 14 | Formwork, Centering & Scaffloding 60% For Beams
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3731.4 | 3731.4 | 20.86 | False | None | None | False | None | False | 77837.004 | 0 | | 2382112 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 58.9 | False | None | None | False | None | False | 366299.1 | 0 | | 2382113 | 70833 | None | Item Code 15 | Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3109.5 | 3109.5 | 58.91 | False | None | None | False | None | False | 183180.645 | 0 | | 2382114 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 5.51 | False | None | None | False | None | False | 34266.69 | 0 | | 2382115 | 70833 | None | Item Code 14 | Formwork, Centering & Scaffloding 60% For Lintel
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3731.4 | 3731.4 | 5.51 | False | None | None | False | None | False | 20560.014 | 0 | | 2382116 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 3.27 | False | None | None | False | None | False | 20336.13 | 0 | | 2382117 | 70833 | None | Item Code 14 | Formwork, Centering & Scaffloding 3% For Sill
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 186.57 | 186.57 | 3.27 | False | None | None | False | None | False | 610.0839 | 0 | | 2382118 | 70833 | None | Item Code 2.10 c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 1.54 | False | None | None | False | None | False | 9577.26 | 0 | | 2382119 | 70833 | None | Item Code 19 | Formwork, Centering & Scaffloding 45% For Chejja
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 2798.55 | 2798.55 | 1.53 | False | None | None | False | None | False | 4281.7815 | 0 | | 2382120 | 70833 | None | Item Code 2.11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing andtechnical specification
---- Work should be carried out as per the direction of engineer incharge of work. | t | 89457.0 | 89457.0 | 19.59 | False | None | None | False | None | False | 1752462.63 | 0 | | 2382121 | 70833 | None | Item Code 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 5611.0 | 5611.0 | 27.56 | False | None | None | False | None | False | 154639.16 | 0 | | 2382122 | 70833 | None | Item Code6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 1310.0 | 1310.0 | 405.69 | False | None | None | False | None | False | 531453.9 | 0 | | 2382123 | 70833 | None | Item Code 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1104.0 | 1104.0 | 37.78 | False | None | None | False | None | False | 41709.12 | 0 | | 2382124 | 70833 | None | Item Code11.5.2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 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. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 4242.0 | 4242.0 | 57.6 | False | None | None | False | None | False | 244339.2 | 0 | | 2382125 | 70833 | None | Item Code12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 318.0 | 318.0 | 39.6 | False | None | None | False | None | False | 12592.8 | 0 | | 2382126 | 70833 | None | Item Code12.55.1 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 2366.0 | 2366.0 | 12.6 | False | None | None | False | None | False | 29811.6 | 0 | | 2382127 | 70833 | None | Item Code12.88 | Providing fixing of 2 track 2 panel sliding door made out of multi chambered UPVC Matching to RAL9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame.The outer frame having a overall size of 60mm width 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm 24mm. Windows shall be provided with 5mm plain float glass standard hardware single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm 1819mm The cost is inclusive of all fixtures and separate charges for minor Ts shall not be made
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 5390.0 | 5390.0 | 1.89 | False | None | None | False | None | False | 10187.1 | 0 | | 2382128 | 70833 | None | Item Code 12.85 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 5719.0 | 5719.0 | 3.24 | False | None | None | False | None | False | 18529.56 | 0 | | 2382129 | 70833 | None | Item Code11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.
---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 183.0 | 183.0 | 793.8 | False | None | None | False | None | False | 145265.4 | 0 | | 2382130 | 70833 | None | Item Code8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 241.0 | 241.0 | 640.72 | False | None | None | False | None | False | 154413.52 | 0 | | 2382131 | 70833 | None | Item Code 8.51 | 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 as per specifications and as per directions of Engineer in charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 100.0 | 100.0 | 1202.67 | False | None | None | False | None | False | 120267.0 | 0 | | 2382132 | 70833 | None | Item Code8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 295.0 | 295.0 | 488.84 | False | None | None | False | None | False | 144207.8 | 0 | | 2382133 | 70833 | None | Item Code9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1175.0 | 1175.0 | 239.74 | False | None | None | False | None | False | 281694.5 | 0 | | 2382134 | 70833 | None | Item Code9.2 | Providing and laying 52 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 direction of Engineer incharge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 800.0 | 800.0 | 46.3 | False | None | None | False | None | False | 37040.0 | 0 | | 2382135 | 70833 | None | Item Code9.34 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1545.0 | 1545.0 | 168.27 | False | None | None | False | None | False | 259977.15 | 0 | | 2382136 | 70833 | None | Item Code9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 889.0 | 889.0 | 40.36 | False | None | None | False | None | False | 35880.04 | 0 | | 2382137 | 70833 | None | Item Code10.14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1106.0 | 1106.0 | 73.0 | False | None | None | False | None | False | 80738.0 | 0 | | 2382138 | 70833 | None | Item Code10.1.1 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 4006.0 | 4006.0 | 2.7 | False | None | None | False | None | False | 10816.2 | 0 | | 2382139 | 70833 | None | Item Code11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 136.0 | 136.0 | 197.37 | False | None | None | False | None | False | 26842.32 | 0 | | 2382140 | 70833 | None | Item Code8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 158.0 | 158.0 | 1202.7 | False | None | None | False | None | False | 190026.6 | 0 | | 2382141 | 70833 | None | Item Code8.3 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 174.0 | 174.0 | 488.84 | False | None | None | False | None | False | 85058.16 | 0 | | 2382142 | 70833 | None | Item Code8.36.1 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 176.0 | 176.0 | 35.64 | False | None | None | False | None | False | 6272.64 | 0 | | 2382143 | 70833 | None | 8.43 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 94.0 | 94.0 | 36.0 | False | None | None | False | None | False | 3384.0 | 0 | | 2382144 | 70833 | None | 8.16a | Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1238.0 | 1238.0 | 27.71 | False | None | None | False | None | False | 34304.98 | 0 |
| | 1706789220000 | 1 | None | None | Buildings | Construction of GHPS school (FIRST FLOOR) at Mugali village in Ron Taluka of Gadag dist. | 4278977.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2382145 | 70834 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6281.19 | 6281.19 | 14.75 | False | None | None | False | None | False | 92647.5525 | 0 | | 2382146 | 70834 | None | Item Code 9 | Formwork, Centering & Scaffloding 70% For Columns
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4396.83 | 4396.83 | 14.75 | False | None | None | False | None | False | 64853.2425 | 0 | | 2382147 | 70834 | None | Item Code 2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6281.19 | 6281.19 | 20.87 | False | None | None | False | None | False | 131088.4353 | 0 | | 2382148 | 70834 | None | Item Code14 | Formwork, Centering & Scaffloding 60% For Beams
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3768.71 | 3768.71 | 20.86 | False | None | None | False | None | False | 78615.2906 | 0 | | 2382149 | 70834 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | cc | 6281.19 | 6281.19 | 56.24 | False | None | None | False | None | False | 353254.1256 | 0 | | 2382150 | 70834 | None | Item Code15 | Formwork, Centering & Scaffloding 50% For Roof Slab
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3140.6 | 3140.6 | 56.25 | False | None | None | False | None | False | 176658.75 | 0 | | 2382151 | 70834 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6281.19 | 6281.19 | 2.66 | False | None | None | False | None | False | 16707.9654 | 0 | | 2382152 | 70834 | None | Item Code15 | Formwork, Centering & Scaffloding 50% For Staircase
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3140.6 | 3140.6 | 2.67 | False | None | None | False | None | False | 8385.402 | 0 | | 2382153 | 70834 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6218.19 | 6218.19 | 4.56 | False | None | None | False | None | False | 28354.9464 | 0 | | 2382154 | 70834 | None | Item Code14 | Formwork, Centering & Scaffloding 60% For Lintel
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3768.71 | 3768.71 | 4.56 | False | None | None | False | None | False | 17185.3176 | 0 | | 2382155 | 70834 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6281.19 | 6281.19 | 2.61 | False | None | None | False | None | False | 16393.9059 | 0 | | 2382156 | 70834 | None | Item Code14 | Formwork, Centering & Scaffloding 3% For Sill
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 188.44 | 188.44 | 2.61 | False | None | None | False | None | False | 491.8284 | 0 | | 2382157 | 70834 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6281.19 | 6281.19 | 1.3 | False | None | None | False | None | False | 8165.547 | 0 | | 2382158 | 70834 | None | Item Code19 | Formwork, Centering & Scaffloding 45% For Chejja
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 2826.54 | 2826.54 | 1.3 | False | None | None | False | None | False | 3674.502 | 0 | | 2382159 | 70834 | None | Item Code2.11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification
---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 90351.57 | 90351.57 | 12.52 | False | None | None | False | None | False | 1131201.6564 | 0 | | 2382160 | 70834 | None | Item Code6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 1323.1 | 1323.1 | 367.37 | False | None | None | False | None | False | 486067.247 | 0 | | 2382161 | 70834 | None | Item Code11.5.2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 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. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4284.42 | 4284.42 | 59.04 | False | None | None | False | None | False | 252952.1568 | 0 | | 2382162 | 70834 | None | Item Code11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.
---- Work should be carried out as per the direction of engineer incharge of work. | Kg / M | 184.83 | 184.83 | 876.96 | False | None | None | False | None | False | 162088.5168 | 0 | | 2382163 | 70834 | None | Item Code8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 243.41 | 243.41 | 444.3 | False | None | None | False | None | False | 108147.063 | 0 | | 2382164 | 70834 | None | Item Code8.51 | 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 as per specifications and as per directions of Engineer in charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 101.0 | 101.0 | 1006.29 | False | None | None | False | None | False | 101635.29 | 0 | | 2382165 | 70834 | None | Item Code 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 297.95 | 297.95 | 547.11 | False | None | None | False | None | False | 163011.4245 | 0 | | 2382166 | 70834 | None | Item Code 9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1186.75 | 1186.75 | 286.3 | False | None | None | False | None | False | 339766.525 | 0 | | 2382167 | 70834 | None | Item Code9.34 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1560.45 | 1560.45 | 132.55 | False | None | None | False | None | False | 206837.6475 | 0 | | 2382168 | 70834 | None | Item Code11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 137.36 | 137.36 | 99.5 | False | None | None | False | None | False | 13667.32 | 0 | | 2382169 | 70834 | None | Item Code 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 159.58 | 159.58 | 1006.29 | False | None | None | False | None | False | 160583.7582 | 0 | | 2382170 | 70834 | None | Item Code8.3 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 175.74 | 175.74 | 547.11 | False | None | None | False | None | False | 96149.1114 | 0 | | 2382171 | 70834 | None | Item Code8.36.1 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 177.76 | 177.76 | 41.76 | False | None | None | False | None | False | 7423.2576 | 0 | | 2382172 | 70834 | None | 8.43 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 94.94 | 94.94 | 60.0 | False | None | None | False | None | False | 5696.4 | 0 | | 2382173 | 70834 | None | 9.36 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1246.34 | 1246.34 | 10.13 | False | None | None | False | None | False | 12625.4242 | 0 | | 2382174 | 70834 | None | 8.16a | Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1250.38 | 1250.38 | 27.71 | False | None | None | False | None | False | 34648.0298 | 0 |
| | 1706789220000 | 1 | None | None | Buildings | Construction of GHPS school(TERRACE FLOOR) at Mugali village in Ron Taluka of Gadag dist. | 522177.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2382175 | 70835 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6343.38 | 6343.38 | 4.44 | False | None | None | False | None | False | 28164.6072 | 0 | | 2382176 | 70835 | None | Item Code9 | Formwork, Centering & Scaffloding 70% For Columns
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4440.37 | 4440.37 | 4.43 | False | None | None | False | None | False | 19670.8391 | 0 | | 2382177 | 70835 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6343.38 | 6343.38 | 1.32 | False | None | None | False | None | False | 8373.2616 | 0 | | 2382178 | 70835 | None | Item Code14 | Formwork, Centering & Scaffloding 60% For Beams
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3806.03 | 3806.03 | 1.32 | False | None | None | False | None | False | 5023.9596 | 0 | | 2382179 | 70835 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6343.38 | 6343.38 | 2.25 | False | None | None | False | None | False | 14272.605 | 0 | | 2382180 | 70835 | None | Item Code15 | Formwork, Centering & Scaffloding 50% For Roof Slab
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3171.69 | 3171.69 | 2.25 | False | None | None | False | None | False | 7136.3025 | 0 | | 2382181 | 70835 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6343.38 | 6343.38 | 0.52 | False | None | None | False | None | False | 3298.5576 | 0 | | 2382182 | 70835 | None | Item Code14 | Formwork, Centering & Scaffloding 60% For Lintel
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3806.03 | 3806.03 | 0.51 | False | None | None | False | None | False | 1941.0753 | 0 | | 2382183 | 70835 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6343.38 | 6343.38 | 0.25 | False | None | None | False | None | False | 1585.845 | 0 | | 2382184 | 70835 | None | Item Code14 | Formwork, Centering & Scaffloding 3% For SilL
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 190.3 | 190.3 | 0.25 | False | None | None | False | None | False | 47.575 | 0 | | 2382185 | 70835 | None | Item Code2.10.c | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6343.38 | 6343.38 | 0.13 | False | None | None | False | None | False | 824.6394 | 0 | | 2382186 | 70835 | None | Item Code19 | Formwork, Centering & Scaffloding 45% For Chejja
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 2854.52 | 2854.52 | 0.13 | False | None | None | False | None | False | 371.0876 | 0 | | 2382187 | 70835 | None | Item Code2.11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing andtechnical specification
---- Work should be carried out as per the direction of engineer incharge of work. | t | 91246.14 | 91246.14 | 1.25 | False | None | None | False | None | False | 114057.675 | 0 | | 2382188 | 70835 | None | Item Code6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 1336.2 | 1336.2 | 34.57 | False | None | None | False | None | False | 46192.434 | 0 | | 2382189 | 70835 | None | Item Code6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1126.08 | 1126.08 | 86.82 | False | None | None | False | None | False | 97766.2656 | 0 | | 2382190 | 70835 | None | Item Code11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.
---- Work should be carried out as per the direction of engineer incharge of work. | Kg / Sqm | 186.66 | 186.66 | 45.36 | False | None | None | False | None | False | 8466.8976 | 0 | | 2382191 | 70835 | None | Item Code11.5.2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 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. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 4326.84 | 4326.84 | 5.04 | False | None | None | False | None | False | 21807.2736 | 0 | | 2382192 | 70835 | None | Item Code8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 245.82 | 245.82 | 46.11 | False | None | None | False | None | False | 11334.7602 | 0 | | 2382193 | 70835 | None | Item Code8.51 | 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 as per specifications and as per directions of Engineer in charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 102.0 | 102.0 | 72.73 | False | None | None | False | None | False | 7418.46 | 0 | | 2382194 | 70835 | None | Item Code8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 300.9 | 300.9 | 233.7 | False | None | None | False | None | False | 70320.33 | 0 | | 2382195 | 70835 | None | Item Code8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 161.16 | 161.16 | 72.73 | False | None | None | False | None | False | 11721.1668 | 0 | | 2382196 | 70835 | None | Item Code8.3 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 177.48 | 177.48 | 233.7 | False | None | None | False | None | False | 41477.076 | 0 | | 2382197 | 70835 | None | Item Code8.36.1 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 179.52 | 179.52 | 5.04 | False | None | None | False | None | False | 904.7808 | 0 |
| | 1706789220000 | 0 | None | None | Buildings | Construction of GHPS school(WATER SUPPLY AND SANITATION)at Mugali village in Ron Taluka of Gadag dist. | 538002.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2382198 | 70836 | None | Item Code13.3.1 | Providing and fixing brass stop cock of approved quality :15 mm nominal bore
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 299.0 | 299.0 | 20.0 | False | None | None | False | None | False | 5980.0 | 0 | | 2382199 | 70836 | None | Item Code13.20.2 | Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 314.0 | 314.0 | 10.0 | False | None | None | False | None | False | 3140.0 | 0 | | 2382200 | 70836 | None | Item Code14.1.1 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 4884.0 | 4884.0 | 2.0 | False | None | None | False | None | False | 9768.0 | 0 | | 2382201 | 70836 | None | Item Code14.2.1 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 4838.0 | 4838.0 | 4.0 | False | None | None | False | None | False | 19352.0 | 0 | | 2382202 | 70836 | None | Item Code14.4.3 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 9455.0 | 9455.0 | 1.0 | False | None | None | False | None | False | 9455.0 | 0 | | 2382203 | 70836 | None | Item Code14.7.8 | White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 4113.0 | 4113.0 | 10.0 | False | None | None | False | None | False | 41130.0 | 0 | | 2382204 | 70836 | None | Item Code14.8 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1423.0 | 1423.0 | 10.0 | False | None | None | False | None | False | 14230.0 | 0 | | 2382205 | 70836 | None | Item Code14.40.2 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 496.0 | 496.0 | 5.0 | False | None | None | False | None | False | 2480.0 | 0 | | 2382206 | 70836 | None | Item Code14.32.2 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1018.0 | 1018.0 | 7.0 | False | None | None | False | None | False | 7126.0 | 0 | | 2382207 | 70836 | None | Item Code13.31.2 | Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes
---- Work should be carried out as per the direction of engineer incharge of work. | Rmtr | 242.0 | 242.0 | 90.0 | False | None | None | False | None | False | 21780.0 | 0 | | 2382208 | 70836 | None | Item Code13.31.3 | Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes
---- Work should be carried out as per the direction of engineer incharge of work. | Rmtr | 318.0 | 318.0 | 30.0 | False | None | None | False | None | False | 9540.0 | 0 | | 2382209 | 70836 | None | Item Code13.31.4 | Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes
---- Work should be carried out as per the direction of engineer incharge of work. | Rmtr | 400.0 | 400.0 | 60.0 | False | None | None | False | None | False | 24000.0 | 0 | | 2382210 | 70836 | None | Item Code13.31.6 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 781.0 | 781.0 | 120.0 | False | None | None | False | None | False | 93720.0 | 0 | | 2382211 | 70836 | None | Item Code13.4.4 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 855.0 | 855.0 | 45.0 | False | None | None | False | None | False | 38475.0 | 0 | | 2382212 | 70836 | None | Item Code13.8.2.2 | Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore
---- Work should be carried out as per the direction of engineer incharge of work. | l | 110.0 | 110.0 | 45.0 | False | None | None | False | None | False | 4950.0 | 0 | | 2382213 | 70836 | None | Item Code13.34 | Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank
---- Work should be carried out as per the direction of engineer incharge of work. | Rmtr | 9.0 | 9.0 | 5000.0 | False | None | None | False | None | False | 45000.0 | 0 | | 2382214 | 70836 | None | Item Code660 | PVC pipes of 8 Kg/cm2 for 140mm(3.097)
---- Work should be carried out as per the direction of engineer incharge of work. | Rmtr | 456.0 | 456.0 | 90.4 | False | None | None | False | None | False | 41222.4 | 0 | | 2382215 | 70836 | None | Item Code664 | PVC pipes of 10 Kg/cm2 for 200mm
---- Work should be carried out as per the direction of engineer incharge of work. | Rmtr | 1155.0 | 1155.0 | 60.0 | False | None | None | False | None | False | 69300.0 | 0 | | 2382216 | 70836 | None | Item Code13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes
---- Work should be carried out as per the direction of engineer incharge of work. | Rmtr | 568.0 | 568.0 | 30.4 | False | None | None | False | None | False | 17267.2 | 0 | | 2382217 | 70836 | None | Item Code16.60.1 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110 mm dia
---- Work should be carried out as per the direction of engineer incharge of work. | Nos | 8134.0 | 8134.0 | 2.0 | False | None | None | False | None | False | 16268.0 | 0 | | 2382218 | 70836 | None | Item Code1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 242.0 | 242.0 | 9.0 | False | None | None | False | None | False | 2178.0 | 0 | | 2382219 | 70836 | None | Item Code1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 266.0 | 266.0 | 20.0 | False | None | None | False | None | False | 5320.0 | 0 | | 2382220 | 70836 | None | Item Code16.9 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover
---- Work should be carried out as per the direction of engineer incharge of work. | Nos | 5454.0 | 5454.0 | 1.0 | False | None | None | False | None | False | 5454.0 | 0 | | 2382221 | 70836 | None | Item Code16.15.1 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de\watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame
---- Work should be carried out as per the direction of engineer incharge of work. | Nos | 29047.0 | 29047.0 | 1.0 | False | None | None | False | None | False | 29047.0 | 0 | | 2382222 | 70836 | None | Item Code14.29 | Providing and fixing 100 mm sand cast Iron grating for gully trap.
---- Work should be carried out as per the direction of engineer incharge of work. | Nos | 47.0 | 47.0 | 20.0 | False | None | None | False | None | False | 940.0 | 0 | | 2382223 | 70836 | None | Item Code13.22.1.2 | Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia
---- Work should be carried out as per the direction of engineer incharge of work. | Nos | 44.0 | 44.0 | 20.0 | False | None | None | False | None | False | 880.0 | 0 |
| | 1706789220000 | 0 | None | None | Buildings | Construction of GHPS school(ELECTRIFICATION) at Mugali village in Ron Taluka of Gadag dist. | 752417.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2382224 | 70837 | None | 1.2.1 | Supplying heavy gauge PVC conduit pipe mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary
19/20 mm dia 2 mm thick
---- Work should be carried out as per the direction of engineer incharge of work. | m | 66.0 | 66.0 | 300.0 | False | None | None | False | None | False | 19800.0 | 0 | | 2382225 | 70837 | None | 1.2.2 | Supplying heavy gauge PVC conduit pipe mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary
25 mm dia 2 mm thick
---- Work should be carried out as per the direction of engineer incharge of work. | m | 78.0 | 78.0 | 180.0 | False | None | None | False | None | False | 14040.0 | 0 | | 2382226 | 70837 | None | 1.5 | Supplying and fixing PVC/metal conduit Deep junction box
19/20 mm deep Junction box
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 49.0 | 49.0 | 180.0 | False | None | None | False | None | False | 8820.0 | 0 | | 2382227 | 70837 | None | 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box
25 mm deep Junction box
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 56.0 | 56.0 | 120.0 | False | None | None | False | None | False | 6720.0 | 0 | | 2382228 | 70837 | None | 1.3 | Supplying heavy gauge PVC Conduit Pipe . dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.
19/20 mm dia 2 mm thick
---- Work should be carried out as per the direction of engineer incharge of work. | m | 68.0 | 68.0 | 180.0 | False | None | None | False | None | False | 12240.0 | 0 | | 2382229 | 70837 | None | 1.3.2 | Supplying heavy gauge PVC Conduit Pipe . dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.
19/20 mm dia 2 mm thick
25 mm dia 2 mm thick
---- Work should be carried out as per the direction of engineer incharge of work. | m | 79.0 | 79.0 | 120.0 | False | None | None | False | None | False | 9480.0 | 0 | | 2382230 | 70837 | None | 1.13 | Supplying And Fixing Metal Fan Box with Round Hook.
---- Work should be carried out as per the direction of engineer incharge of work. | No | 117.0 | 117.0 | 39.0 | False | None | None | False | None | False | 4563.0 | 0 | | 2382231 | 70837 | None | 2.2.1 | Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.
Short point upto 3m from tapping point to out let via switch box
---- Work should be carried out as per the direction of engineer incharge of work. | Point | 269.0 | 269.0 | 60.0 | False | None | None | False | None | False | 16140.0 | 0 | | 2382232 | 70837 | None | 2.2.2 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.
"Medium point above 3m upto 6m from tapping point to out let
via switch box"
---- Work should be carried out as per the direction of engineer incharge of work. | Point | 379.0 | 379.0 | 60.0 | False | None | None | False | None | False | 22740.0 | 0 | | 2382233 | 70837 | None | 3.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
1-2 Way
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 138.0 | 138.0 | 60.0 | False | None | None | False | None | False | 8280.0 | 0 | | 2382234 | 70837 | None | 3.4.3 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
4-5 Way
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 177.0 | 177.0 | 60.0 | False | None | None | False | None | False | 10620.0 | 0 | | 2382235 | 70837 | None | 3.4.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
6 Way
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 220.0 | 220.0 | 20.0 | False | None | None | False | None | False | 4400.0 | 0 | | 2382236 | 70837 | None | 3.4.5 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
8 Way
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 261.0 | 261.0 | 20.0 | False | None | None | False | None | False | 5220.0 | 0 | | 2382237 | 70837 | None | 3.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
1 to 2 Module
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 137.0 | 137.0 | 40.0 | False | None | None | False | None | False | 5480.0 | 0 | | 2382238 | 70837 | None | 3.5.1 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
4 Module
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 175.0 | 175.0 | 20.0 | False | None | None | False | None | False | 3500.0 | 0 | | 2382239 | 70837 | None | 3.5.4 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
6 Module
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 234.0 | 234.0 | 12.0 | False | None | None | False | None | False | 2808.0 | 0 | | 2382240 | 70837 | None | 3.5.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
8 Module
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 284.0 | 284.0 | 20.0 | False | None | None | False | None | False | 5680.0 | 0 | | 2382241 | 70837 | None | 3.6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A One Way Switch
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 102.0 | 102.0 | 120.0 | False | None | None | False | None | False | 12240.0 | 0 | | 2382242 | 70837 | None | 3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A Two Way Switch
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 166.0 | 166.0 | 8.0 | False | None | None | False | None | False | 1328.0 | 0 | | 2382243 | 70837 | None | 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A Three Way socket
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 171.0 | 171.0 | 40.0 | False | None | None | False | None | False | 6840.0 | 0 | | 2382244 | 70837 | None | 3.6.4 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
Stepped Fan Regulator Two Module
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 357.0 | 357.0 | 40.0 | False | None | None | False | None | False | 14280.0 | 0 | | 2382245 | 70837 | None | 3.6.8 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A Bell Push
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 177.0 | 177.0 | 4.0 | False | None | None | False | None | False | 708.0 | 0 | | 2382246 | 70837 | None | 3.6.9 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
32A DP Switch
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 326.0 | 326.0 | 16.0 | False | None | None | False | None | False | 5216.0 | 0 | | 2382247 | 70837 | None | 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6/16A Universal Socket
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 236.0 | 236.0 | 16.0 | False | None | None | False | None | False | 3776.0 | 0 | | 2382248 | 70837 | None | 3.6 | Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size . mm conduit using
necessary machine screws.
80/90 mm
---- Work should be carried out as per the direction of engineer incharge of work. | No | 15.0 | 15.0 | 80.0 | False | None | None | False | None | False | 1200.0 | 0 | | 2382249 | 70837 | None | 3.10.3 | Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size . mm conduit using
necessary machine screws.
110MM ---- Work should be carried out as per the direction of engineer incharge of work. | No | 21.0 | 21.0 | 70.0 | False | None | None | False | None | False | 1470.0 | 0 | | 2382250 | 70837 | None | 2.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.
1.5 mm2
---- Work should be carried out as per the direction of engineer incharge of work. | m | 26.0 | 26.0 | 600.0 | False | None | None | False | None | False | 15600.0 | 0 | | 2382251 | 70837 | None | 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.
2.5 mm2
---- Work should be carried out as per the direction of engineer incharge of work. | m | 42.0 | 42.0 | 360.0 | False | None | None | False | None | False | 15120.0 | 0 | | 2382252 | 70837 | None | 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.
4 mm2
---- Work should be carried out as per the direction of engineer incharge of work. | m | 63.0 | 63.0 | 480.0 | False | None | None | False | None | False | 30240.0 | 0 | | 2382253 | 70837 | None | 2.3.5 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.
6 mm2
---- Work should be carried out as per the direction of engineer incharge of work. | m | 92.0 | 92.0 | 200.0 | False | None | None | False | None | False | 18400.0 | 0 | | 2382254 | 70837 | None | 5.7.4 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.
100 A
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 691.0 | 691.0 | 4.0 | False | None | None | False | None | False | 2764.0 | 0 | | 2382255 | 70837 | None | 5.18 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
6-32 A SP
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 415.0 | 415.0 | 8.0 | False | None | None | False | None | False | 3320.0 | 0 | | 2382256 | 70837 | None | 5.18.4 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
6-32 A DP
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 739.0 | 739.0 | 8.0 | False | None | None | False | None | False | 5912.0 | 0 | | 2382257 | 70837 | None | 5.18.6 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
50-63 Amps DP
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1102.0 | 1102.0 | 8.0 | False | None | None | False | None | False | 8816.0 | 0 | | 2382258 | 70837 | None | 5.18.7 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
6-32Amps TPN
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1717.0 | 1717.0 | 4.0 | False | None | None | False | None | False | 6868.0 | 0 | | 2382259 | 70837 | None | 5.19 | Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
II - Double Door
6 Way SP & N
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1791.0 | 1791.0 | 2.0 | False | None | None | False | None | False | 3582.0 | 0 | | 2382260 | 70837 | None | 5.19.13 | Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
III - Double Door
8 Way TP & N
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 6091.0 | 6091.0 | 2.0 | False | None | None | False | None | False | 12182.0 | 0 | | 2382261 | 70837 | None | 5.15 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.
FOUR Pole
100 A 25 kA
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 8487.0 | 8487.0 | 1.0 | False | None | None | False | None | False | 8487.0 | 0 | | 2382262 | 70837 | None | 5.15.11 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.
160 A 25 kA
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 13447.0 | 13447.0 | 1.0 | False | None | None | False | None | False | 13447.0 | 0 | | 2382263 | 70837 | None | 5.20 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board.
16-25 A 2 pole
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 4277.0 | 4277.0 | 6.0 | False | None | None | False | None | False | 25662.0 | 0 | | 2382264 | 70837 | None | 5.20.5 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board.
63 A 4 pole
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 5258.0 | 5258.0 | 4.0 | False | None | None | False | None | False | 21032.0 | 0 | | 2382265 | 70837 | None | 5.12 | Supplying of on load change over switches 4 poles, AC 23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM
Enclosure Sheet Metal Execution)
63 A
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 6881.0 | 6881.0 | 1.0 | False | None | None | False | None | False | 6881.0 | 0 | | 2382266 | 70837 | None | 6.3 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.
48 Sweep (1200 mm) Regular model
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 2984.0 | 2984.0 | 39.0 | False | None | None | False | None | False | 116376.0 | 0 | | 2382267 | 70837 | None | 13.11 | Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 315.0 | 315.0 | 39.0 | False | None | None | False | None | False | 12285.0 | 0 | | 2382268 | 70837 | None | 13.12 | Extra length of GI pipe of class B 19mm dia for down rod.
---- Work should be carried out as per the direction of engineer incharge of work. | m | 197.0 | 197.0 | 39.0 | False | None | None | False | None | False | 7683.0 | 0 | | 2382269 | 70837 | None | 11.3 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70 lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.
LED light fitting 1 x 2 - 9/10 W
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 551.0 | 551.0 | 31.0 | False | None | None | False | None | False | 17081.0 | 0 | | 2382270 | 70837 | None | 11.3.2 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical
LED light fitting 1 x 4' - 20/22 W
condition.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 690.0 | 690.0 | 59.0 | False | None | None | False | None | False | 40710.0 | 0 | | 2382271 | 70837 | None | 3.14 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board.
6A Lamp Holder
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 71.0 | 71.0 | 90.0 | False | None | None | False | None | False | 6390.0 | 0 | | 2382272 | 70837 | None | 11.11 | Supplying & fixing of retrofit type LED bulb .W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI70. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.
18W, 6500K
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 426.0 | 426.0 | 27.0 | False | None | None | False | None | False | 11502.0 | 0 | | 2382273 | 70837 | None | 11.4 | Supplying of recess mounting non integrated type LED down light. W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clA, LED of Power/COB with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly. with PF 0.95, power loss should 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABLCPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1671.0 | 1671.0 | 10.0 | False | None | None | False | None | False | 16710.0 | 0 | | 2382274 | 70837 | None | 13.2 | Supplying and Fixing.mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires.
Using 25mm dia G.I.Pipe
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1203.0 | 1203.0 | 3.0 | False | None | None | False | None | False | 3609.0 | 0 | | 2382275 | 70837 | None | 5.21 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 9255.0 | 9255.0 | 1.0 | False | None | None | False | None | False | 9255.0 | 0 | | 2382276 | 70837 | None | 5.29 | Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1425.0 | 1425.0 | 1.0 | False | None | None | False | None | False | 1425.0 | 0 | | 2382277 | 70837 | None | 5.34 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 562.0 | 562.0 | 1.0 | False | None | None | False | None | False | 562.0 | 0 | | 2382278 | 70837 | None | 5.35 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 5705.0 | 5705.0 | 1.0 | False | None | None | False | None | False | 5705.0 | 0 | | 2382279 | 70837 | None | 5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 515.0 | 515.0 | 3.0 | False | None | None | False | None | False | 1545.0 | 0 | | 2382280 | 70837 | None | 5.40 | Supplying . A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete
100 A 4 x 30 x 6 mm Aluminium Strips
---- Work should be carried out as per the direction of engineer incharge of work. | m | 2465.0 | 2465.0 | 1.8 | False | None | None | False | None | False | 4437.0 | 0 | | 2382281 | 70837 | None | 5.42 | Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.
16 SWG
---- Work should be carried out as per the direction of engineer incharge of work. | cm | 0.43 | 0.43 | 21000.0 | False | None | None | False | None | False | 9030.0 | 0 | | 2382282 | 70837 | None | 32.11 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975
50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm)
---- Work should be carried out as per the direction of engineer incharge of work. | Km | 178973.0 | 178973.0 | 0.12 | False | None | None | False | None | False | 21476.76 | 0 | | 2382283 | 70837 | None | 1.17.1 (Vol 1) | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. (30 x 0.5 x 1 m)
All kinds of soils. Depth upto 1.50 m
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 262.0 | 262.0 | 15.0 | False | None | None | False | None | False | 3930.0 | 0 | | 2382284 | 70837 | None | 5.41 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.
40 x 40 x 6 mm
---- Work should be carried out as per the direction of engineer incharge of work. | m | 305.0 | 305.0 | 6.0 | False | None | None | False | None | False | 1830.0 | 0 | | 2382285 | 70837 | None | 5.41.2 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.
50 x 50 x 6 mm
---- Work should be carried out as per the direction of engineer incharge of work. | m | 395.0 | 395.0 | 6.0 | False | None | None | False | None | False | 2370.0 | 0 | | 2382286 | 70837 | None | 6.1 | Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1492.0 | 1492.0 | 2.0 | False | None | None | False | None | False | 2984.0 | 0 | | 2382287 | 70837 | None | 13.13 | Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 707.0 | 707.0 | 2.0 | False | None | None | False | None | False | 1414.0 | 0 | | 2382288 | 70837 | None | 51.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified
---- Work should be carried out as per the direction of engineer incharge of work. | No | 2172.0 | 2172.0 | 4.0 | False | None | None | False | None | False | 8688.0 | 0 | | 2382289 | 70837 | None | 51.05 | Bentonite clay slurry for earthing in 50 Kg Bag
---- Work should be carried out as per the direction of engineer incharge of work. | Bag | 368.0 | 368.0 | 3.0 | False | None | None | False | None | False | 1104.0 | 0 | | 2382290 | 70837 | None | 51.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each
---- Work should be carried out as per the direction of engineer incharge of work. | No | 676.0 | 676.0 | 3.0 | False | None | None | False | None | False | 2028.0 | 0 | | 2382291 | 70837 | None | 51.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag
---- Work should be carried out as per the direction of engineer incharge of work. | Bag | 310.0 | 310.0 | 3.0 | False | None | None | False | None | False | 930.0 | 0 | | 2382292 | 70837 | None | 13.7 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 122.0 | 122.0 | 218.0 | False | None | None | False | None | False | 26596.0 | 0 | | 2382293 | 70837 | None | 11.8 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect
---- Work should be carried out as per the direction of engineer incharge of work. | No | 8860.0 | 8860.0 | 1.0 | False | None | None | False | None | False | 8860.0 | 0 |
| | 1706789220000 | 0 | None | None | Buildings | Construction of GHPS school(SUMP TANK) at Mugali village in Ron Taluka of Gadag dist. | 183375.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2382294 | 70838 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 102.0 | 102.0 | 32.91 | False | None | None | False | None | False | 3356.82 | 0 | | 2382295 | 70838 | None | 1.11 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundationsand other similar works etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 433.0 | 433.0 | 14.96 | False | None | None | False | None | False | 6477.68 | 0 | | 2382296 | 70838 | None | 2.1.4 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6217.0 | 6217.0 | 0.82 | False | None | None | False | None | False | 5097.94 | 0 | | 2382297 | 70838 | None | 2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures 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 and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 1.22 | False | None | None | False | None | False | 7587.18 | 0 | | 2382298 | 70838 | None | Item Code 1 | Formwork, Centering & Scaffloding 8% For Isolated Footing
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 497.52 | 497.52 | 1.22 | False | None | None | False | None | False | 606.9744 | 0 | | 2382299 | 70838 | None | Item Code 1 | Formwork, Centering & Scaffloding 8% For
sump tank-walls
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 5.1 | False | None | None | False | None | False | 31716.9 | 0 | | 2382300 | 70838 | None | Item Code 9 | Formwork, Centering & Scaffloding 10% For Earth retaining structures
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 621.9 | 621.9 | 5.1 | False | None | None | False | None | False | 3171.69 | 0 | | 2382301 | 70838 | None | Item Code 9 | Formwork, Centering & Scaffloding 10% For Earth retaining structures
Cover slab
Collection sump
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 6219.0 | 6219.0 | 1.22 | False | None | None | False | None | False | 7587.18 | 0 | | 2382302 | 70838 | None | Item Code 13 | Formwork, Centering & Scaffloding 50% For Roof Slab
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3109.5 | 3109.5 | 1.22 | False | None | None | False | None | False | 3793.59 | 0 | | 2382303 | 70838 | None | Item Code8.12 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 64.0 | 64.0 | 8.32 | False | None | None | False | None | False | 532.48 | 0 | | 2382304 | 70838 | None | Item Code 8.12 | sump tank-walls
---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 64.0 | 64.0 | 34.71 | False | None | None | False | None | False | 2221.44 | 0 | | 2382305 | 70838 | None | Item Code 8.12 | Cover slab
---- Work should be carried out as per the direction of engineer incharge of work. | Kg | 64.0 | 64.0 | 8.32 | False | None | None | False | None | False | 532.48 | 0 | | 2382306 | 70838 | None | 2.11H | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures
---- Work should be carried out as per the direction of engineer incharge of work. | t | 79011.0 | 79011.0 | 0.64 | False | None | None | False | None | False | 50567.04 | 0 | | 2382307 | 70838 | None | 15.2 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 737.0 | 737.0 | 28.0 | False | None | None | False | None | False | 20636.0 | 0 | | 2382308 | 70838 | None | 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 354.0 | 354.0 | 24.0 | False | None | None | False | None | False | 8496.0 | 0 | | 2382309 | 70838 | None | 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 158.0 | 158.0 | 24.0 | False | None | None | False | None | False | 3792.0 | 0 | | 2382310 | 70838 | None | 18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 1962.0 | 1962.0 | 1.0 | False | None | None | False | None | False | 1962.0 | 0 | | 2382311 | 70838 | None | 13.33.9 | Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.External on wall - 100mm nominal dia pipes
---- Work should be carried out as per the direction of engineer incharge of work. | m | 2524.0 | 2524.0 | 10.0 | False | None | None | False | None | False | 25240.0 | 0 |
| | 1706789220000 | 0 | None | None | Buildings | Construction of GHPS school(RO PLANT) at Mugali village in Ron Taluka of Gadag dist. | 88000.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2382312 | 70839 | None | 21.1.2 | Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailedspecification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 50 LPH : Cabin Type
---- Work should be carried out as per the direction of engineer incharge of work. | Each | 44000.0 | 44000.0 | 2.0 | False | None | None | False | None | False | 88000.0 | 0 |
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