| 1706946701000 | 0 | None | None | Buildings | Ward No. 11. Construction of Community toilet near Lakshman Yallappa Mavaraka, Kamashetti Farmhouses, Ward No. 16 near Bhajantri Farmhouses. | 550713.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2415959 | 72384 | None | code01 | 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 1.14.1 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 13.3347 | False | None | None | False | None | False | 1428.14637 | 0 | | 2415960 | 72384 | None | code02 | 1.14 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
1.15.1 In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 4.8039 | False | None | None | False | None | False | 1831.006485 | 0 | | 2415961 | 72384 | 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 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)
2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 2.1773 | False | None | None | False | None | False | 13691.842185 | 0 | | 2415962 | 72384 | None | code04 | 2.2 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
2.2.3 sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 1.9215 | False | None | None | False | None | False | 12783.3552 | 0 | | 2415963 | 72384 | None | code05 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Foundation upto Plinth (a) Isolated " at 8% | Cum | 532.22 | 532.22 | 1.9215 | False | None | None | False | None | False | 1022.66073 | 0 | | 2415964 | 72384 | None | code06 | 2.3 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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)
2.3.2 sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6804.0 | 6804.0 | 8.2719 | False | None | None | False | None | False | 56282.0076 | 0 | | 2415965 | 72384 | None | code07 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% | Cum | 4762.8 | 4762.8 | 0.9072 | False | None | None | False | None | False | 4320.81216 | 0 | | 2415966 | 72384 | None | code08 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Roof slab of Buildings " at 50% | Cum | 3402.0 | 3402.0 | 1.9215 | False | None | None | False | None | False | 6536.943 | 0 | | 2415967 | 72384 | None | code09 | 2.5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately)
2.5.2 sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 3.4848 | False | None | None | False | None | False | 25038.81072 | 0 | | 2415968 | 72384 | None | code10 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Beams & lintels of Buildings " at 60% | Cum | 4311.09 | 4311.09 | 2.5999 | False | None | None | False | None | False | 11208.402891 | 0 | | 2415969 | 72384 | None | code11 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Chejjas, Canopy & Other Architectural projections of monor sections " at 45% | Cum | 3233.32 | 3233.32 | 0.018 | False | None | None | False | None | False | 58.19976 | 0 | | 2415970 | 72384 | None | code12 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Roof slab of Buildings " at 50% | Cum | 3592.58 | 3592.58 | 0.8668 | False | None | None | False | None | False | 3114.048344 | 0 | | 2415971 | 72384 | None | code13 | 5.1 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: 5.1.1 Cement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 5891.55 | 5891.55 | 1.08 | False | None | None | False | None | False | 6362.874 | 0 | | 2415972 | 72384 | None | code14 | 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. | Cum | 279.3 | 279.3 | 12.173 | False | None | None | False | None | False | 3399.9189 | 0 | | 2415973 | 72384 | None | code15 | 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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. | Cum | 8367.45 | 8367.45 | 9.1546 | False | None | None | False | None | False | 76600.65777 | 0 | | 2415974 | 72384 | None | code16 | 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. | Sqm | 1084.65 | 1084.65 | 8.4 | False | None | None | False | None | False | 9111.06 | 0 | | 2415975 | 72384 | None | code17 | 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. | Tonne | 93929.85 | 93929.85 | 1.0259 | False | None | None | False | None | False | 96362.633115 | 0 | | 2415976 | 72384 | None | code18 | 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. | m | 340.58 | 340.58 | 23.2 | False | None | None | False | None | False | 7901.456 | 0 | | 2415977 | 72384 | None | code19 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge hickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet 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 75 mm Aluminium hinges | m | 1667.4 | 1667.4 | 5.4 | False | None | None | False | None | False | 9003.96 | 0 | | 2415978 | 72384 | None | code20 | 12.85 Providing & fixing of louvered ventilator made out of multi chamberedUPVC(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) | Sqm | 6004.95 | 6004.95 | 0.54 | False | None | None | False | None | False | 3242.673 | 0 | | 2415979 | 72384 | None | code21 | 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine 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 specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 166.4172 | False | None | None | False | None | False | 44558.2053 | 0 | | 2415980 | 72384 | None | code22 | 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. | Sqm | 105.0 | 105.0 | 166.4172 | False | None | None | False | None | False | 17473.806 | 0 | | 2415981 | 72384 | None | code23 | 8.8 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine 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 specifications and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 74.8912 | False | None | None | False | None | False | 29173.86696 | 0 | | 2415982 | 72384 | None | code24 | 9.12 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
9.12.2 Size of Tile 600x600 mm | Sqm | 1202.25 | 1202.25 | 9.624 | False | None | None | False | None | False | 11570.454 | 0 | | 2415983 | 72384 | None | code25 | 9.11 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/ sqm including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 933.45 | 933.45 | 21.72 | False | None | None | False | None | False | 20274.534 | 0 | | 2415984 | 72384 | None | code26 | 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 144.9 | 144.9 | 14.04 | False | None | None | False | None | False | 2034.396 | 0 | | 2415985 | 72384 | None | code27 | 8.30 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. | Sqm | 182.7 | 182.7 | 74.8912 | False | None | None | False | None | False | 13682.62224 | 0 | | 2415986 | 72384 | None | code28 | 13.31 Providing and 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 of Engineer -in-charge. Internal work -Exposed on wall 25mm nominal OD Pipe | m | 333.9 | 333.9 | 20.0 | False | None | None | False | None | False | 6678.0 | 0 | | 2415987 | 72384 | None | code29 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 394 | m | 431.55 | 431.55 | 30.0 | False | None | None | False | None | False | 12946.5 | 0 | | 2415988 | 72384 | None | code30 | 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 | Each | 5230.76 | 5230.76 | 4.0 | False | None | None | False | None | False | 20923.04 | 0 | | 2415989 | 72384 | None | code31 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings :Flat back wash basin of size 630x450 mm | Each | 1035.3 | 1035.3 | 2.0 | False | None | None | False | None | False | 2070.6 | 0 | | 2415990 | 72384 | None | code32 | 13.17 Providing and fixing PTMT bib cock of approved quality and colour
13.17.4 15 mm nominal bore, 90 mm long, | No | 254.1 | 254.1 | 4.0 | False | None | None | False | None | False | 1016.4 | 0 | | 2415991 | 72384 | None | code33 | 13.18 Providing and fixing PTMT stop cock of approved quality and colour 13.18.1 15 mm nominal bore, 86 mm long, weighing not less than 88 g | No | 137.55 | 137.55 | 4.0 | False | None | None | False | None | False | 550.2 | 0 | | 2415992 | 72384 | None | code34 | 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. | No | 2060.1 | 2060.1 | 2.0 | False | None | None | False | None | False | 4120.2 | 0 | | 2415993 | 72384 | None | code35 | KSRB 13-11 : 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 and testing complete as per specifications. (For 1000 litre capacity) Specification No.KBS 13.22 WATER TANK OF 1000 LITRES.
( PWD SR 18-19 Item No 13.78 Page No 96 ) | No | 7169.4 | 7169.4 | 2.0 | False | None | None | False | None | False | 14338.8 | 0 |
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