1724828384000 | 0 | None | None | Buildings | CONSTRUCTION OF TOILET BLOCK FOR SMT. SONABAI ALAGOUDA KAGE GOVT. HIGH SCHOOL AT UGAR KHURD VILLAGE IN KAGWAD TALUKA OF BELAGAVI DIST. | 440166.74 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3871245 | 148339 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such simillar works as per drawing and technical specification, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth etc complete as per direction of the Engineer incharge of the work. | Cum | 299.0 | 299.0 | 15.13 | False | None | None | False | None | False | 4523.87 | 0 | 3871246 | 148339 | None | code02 | Filling in foundations with granite/ trap broken metal 100mm. and down size, with approved sand Including hand packing, ramming watering. Including cost of all materials and labour with lead upto 50m. and lift of 1.5m.complete as per specifications. specification.etc complete as per direction of the Engineer incharge of the work. | Cum | 2561.0 | 2561.0 | 1.73 | False | None | None | False | None | False | 4430.53 | 0 | 3871247 | 148339 | None | code03 | 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 aggrregates 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 od steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. | Cum | 5989.0 | 5989.0 | 2.33 | False | None | None | False | None | False | 13954.37 | 0 | 3871248 | 148339 | None | code04 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. | Cum | 6828.84 | 6828.84 | 1.676 | False | None | None | False | None | False | 11445.13584 | 0 | 3871249 | 148339 | None | code05 | 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 etc complete as per direction of the Engineer incharge of the work. | Cum | 266.0 | 266.0 | 4.95 | False | None | None | False | None | False | 1316.7 | 0 | 3871250 | 148339 | None | code06 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. | Cum | 11271.0 | 11271.0 | 1.47 | False | None | None | False | None | False | 16568.37 | 0 | 3871251 | 148339 | None | code07 | Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. | Sqm | 9945.0 | 9945.0 | 1.31 | False | None | None | False | None | False | 13027.95 | 0 | 3871252 | 148339 | None | code08 | Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. | Sqm | 9613.5 | 9613.5 | 0.8 | False | None | None | False | None | False | 7690.8 | 0 | 3871253 | 148339 | None | code09 | Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. | Sqm | 10608.0 | 10608.0 | 1.31 | False | None | None | False | None | False | 13896.48 | 0 | 3871254 | 148339 | None | code10 | Providing and laying in position Reinforced cement concrete for all super structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per direction of the Engineer incharge of the work. | Sqm | 9945.0 | 9945.0 | 2.89 | False | None | None | False | None | False | 28741.05 | 0 | 3871255 | 148339 | None | code11 | 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. etc complete as per direction of the Engineer incharge of the work. | Kg | 89.45 | 89.45 | 746.986 | False | None | None | False | None | False | 66817.8977 | 0 | 3871256 | 148339 | None | code12 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work etc complete as per direction of the Engineer incharge of the work. | Cum | 7978.0 | 7978.0 | 9.73 | False | None | None | False | None | False | 77625.94 | 0 | 3871257 | 148339 | None | code13 | Providing and fixing RCC door frames factory manufactured, with C.C. 1:1 1/2 :3 reinforced with 3 Nos. of 6 mm dia. Main bars and 6 mm dia. Stirrups welded at 30 cm C/C, vibrating, curing including cost of steel and fabrication charges having 3 Nos. of hinges with 20mm x 3mm M.S. flat welded with required iron rods and flats with drilling and fixing 4 No.of flat screw nuts each in concrete for fixing hinges and making necessary provision in concrete for fixing aldrops, tower bolts etc., including cost of one coat of oil based enamel primer, 4 No.of hold fasts, 3 Nos. ISS Iron oxidised hinges necessary metal screws etc., complete. 60mm x 100 mm size-Door frames etc complete as per direction of the Engineer incharge of the work. | Mtr | 874.0 | 874.0 | 20.4 | False | None | None | False | None | False | 17829.6 | 0 | 3871258 | 148339 | None | code14 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) fnished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fne sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations etc complete as per direction of the Engineer incharge of the work. | Sqm | 371.0 | 371.0 | 42.78 | False | None | None | False | None | False | 15871.38 | 0 | 3871259 | 148339 | None | code15 | 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 complete as per direction of the Engineer incharge of the work. | Kg | 183.0 | 183.0 | 113.4 | False | None | None | False | None | False | 20752.2 | 0 | 3871260 | 148339 | None | code16 | Providing 12mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand ) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete work as per specification etc complete as per direction of the Engineer incharge of the work. | Sqm | 323.0 | 323.0 | 68.65 | False | None | None | False | None | False | 22173.95 | 0 | 3871261 | 148339 | None | code17 | 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 etc complete as per direction of the Engineer incharge of the work. | Sqm | 158.0 | 158.0 | 68.652 | False | None | None | False | None | False | 10847.016 | 0 | 3871262 | 148339 | None | code18 | PVC DOOR SHUTTER (Nandi or Equivalent) Supply and fixing of door shuttersmade of rigid PVC extruded hollow section (Nandi or equivalent) o f 20mm x 200mm with the wall thickness of 1.0mm + /0.1mm equally divided into 4nos with tongue and groove locking arrangements. The shutter frame is made of 58x24 mm with the wall thickness of 1.5mm+/ -0.15mm section metricut and joined at 4 corners with 125mmx225mm plastic brackets. The shutter shall be horizontally reinforced with 2nos of 8mm PVC rods. Teak wood battons shall be reinforced inside the door shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to the door shutter. etc complete as per direction of the Engineer incharge of the work. | Sqm | 1785.0 | 1785.0 | 5.4 | False | None | None | False | None | False | 9639.0 | 0 | 3871263 | 148339 | None | code19 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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 specifcations etc complete as per direction of the Engineer incharge of the work. | Sqm | 283.0 | 283.0 | 42.78 | False | None | None | False | None | False | 12106.74 | 0 | 3871264 | 148339 | None | code20 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifcations etc complete as per direction of the Engineer incharge of the work. | Sqm | 1445.0 | 1445.0 | 22.95 | False | None | None | False | None | False | 33162.75 | 0 | 3871265 | 148339 | None | code21 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : Orissa pattern W.C. pan of size 580x440 mm etc complete as per direction of the Engineer incharge of the work. | Each | 2331.0 | 2331.0 | 4.0 | False | None | None | False | None | False | 9324.0 | 0 | 3871266 | 148339 | None | code22 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively etc complete as per direction of the Engineer incharge of the work. | Each | 1154.0 | 1154.0 | 2.0 | False | None | None | False | None | False | 2308.0 | 0 | 3871267 | 148339 | None | code23 | Providing and fxing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fttings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap etc complete as per direction of the Engineer incharge of the work. | Each | 2561.0 | 2561.0 | 2.0 | False | None | None | False | None | False | 5122.0 | 0 | 3871268 | 148339 | None | code24 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. etc complete as per direction of the Engineer incharge of the work. | Each | 635.0 | 635.0 | 4.0 | False | None | None | False | None | False | 2540.0 | 0 | 3871269 | 148339 | None | code25 | 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, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For litre capacity etc complete as per direction of the Engineer incharge of the work. | Each | 9.0 | 9.0 | 1000.0 | False | None | None | False | None | False | 9000.0 | 0 | 3871270 | 148339 | None | code26 | Providing and fixing Chlorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this including the pipe with clamp at 1.0m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete .(internal work exposed on wall) 25mm nominal OD Pipe 15 mm dia etc complete as per direction of the Engineer incharge of the work. | m | 182.0 | 182.0 | 12.0 | False | None | None | False | None | False | 2184.0 | 0 | 3871271 | 148339 | None | code27 | Same as Above Item 40 mm dia | m | 583.0 | 583.0 | 9.0 | False | None | None | False | None | False | 5247.0 | 0 | 3871272 | 148339 | None | code28 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavationetc. complete etc complete as per direction of the Engineer incharge of the work. | m | 505.0 | 505.0 | 4.0 | False | None | None | False | None | False | 2020.0 | 0 |
|