1721719216000 | 0 | None | None | Buildings | CONSTRUCTION OF TOILET IN GOVT HIGHER PRIMARY SCHOOL MULLAKADU UNDER MANGALORE CITY CORPORATION | 439304.48 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3589262 | 130558 | None | Code01 | 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,includingsettingout,shoring,shrutting,barricading,cautionlights, removal of stumps and other deleterious matter including dressing ofexcavated 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.as per directions of Engineer-in-charge | Cum | 106.4 | 106.4 | 7.5 | False | None | None | False | None | False | 798.0 | 0 | 3589263 | 130558 | None | Code02 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, 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 as per directions of Engineer-in-charge | Cum | 334.88 | 334.88 | 10.21 | False | None | None | False | None | False | 3419.1248 | 0 | 3589264 | 130558 | 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) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates as per directions of Engineer-in-charge | Cum | 6707.68 | 6707.68 | 1.71 | False | None | None | False | None | False | 11470.1328 | 0 | 3589265 | 130558 | None | Code04 | 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 : Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)as per directions of Engineer-in-charge | Cum | 7412.16 | 7412.16 | 8.51 | False | None | None | False | None | False | 63077.4816 | 0 | 3589266 | 130558 | None | Code05 | Providing and constructing laterite size stone masonry including cost and conveyance of materials curing etc complete as per specification FOR basement in C M 1:6 (Cement = 45Kg) as per directions of Engineer-in-charge | Cum | 7221.76 | 7221.76 | 5.3 | False | None | None | False | None | False | 38275.328 | 0 | 3589267 | 130558 | 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)Roof slab as per directions of Engineer-in-charge | Cum | 10622.64 | 10622.64 | 4.32 | False | None | None | False | None | False | 45889.8048 | 0 | 3589268 | 130558 | None | Code07 | 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)Lintel as per directions of Engineer-in-charge | Cum | 11330.82 | 11330.82 | 0.88 | False | None | None | False | None | False | 9971.1216 | 0 | 3589269 | 130558 | None | Code08 | 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 ancliary complete as per drwing and techinal specification as per directions of Engineer-in-charge | Kgs | 100191.84 | 100191.84 | 0.394 | False | None | None | False | None | False | 39475.58496 | 0 | 3589270 | 130558 | None | Code09 | 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 as per directions of Engineer-in-charge | Cum | 297.92 | 297.92 | 4.64 | False | None | None | False | None | False | 1382.3488 | 0 | 3589271 | 130558 | None | Code10 | Providing and constructing laterite size stone masonry including cost and conveyance of materials curing etc complete as per specification FOR SUPER STRUCTURE in C M 1:6 (Cement = 45Kg) as per directions of Engineer-in-charge | Cum | 7565.6 | 7565.6 | 9.54 | False | None | None | False | None | False | 72175.824 | 0 | 3589272 | 130558 | None | Code11 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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 | 356.16 | 356.16 | 58.55 | False | None | None | False | None | False | 20853.168 | 0 | 3589273 | 130558 | None | Code12 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone 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 | 480.48 | 480.48 | 63.71 | False | None | None | False | None | False | 30611.3808 | 0 | 3589274 | 130558 | None | Code13 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :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. Ground Floor | Sqm | 349.44 | 349.44 | 23.81 | False | None | None | False | None | False | 8320.1664 | 0 | 3589275 | 130558 | None | Code14 | 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.Ground Floor | Sqm | 194.88 | 194.88 | 63.71 | False | None | None | False | None | False | 12415.8048 | 0 | 3589276 | 130558 | None | Code15 | 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. | Sqm | 176.96 | 176.96 | 82.36 | False | None | None | False | None | False | 14574.4256 | 0 | 3589277 | 130558 | None | Code16 | Providing & fixing upvc ventilator with Exhaust Turbo speed fan with 5 blades (300mm x 300 mm & above sized fan) with copper motor having mounting arrangements as per direction of Engineer in charge of work | Unit | 2184.0 | 2184.0 | 5.0 | False | None | None | False | None | False | 10920.0 | 0 | 3589278 | 130558 | None | Code17 | Providing and fixing 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 fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap as per directions of Engineer-in-charge | Unit | 2172.8 | 2172.8 | 1.0 | False | None | None | False | None | False | 2172.8 | 0 | 3589279 | 130558 | None | Code18 | 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 as per directions of Engineer-in-charge | Pan | 4755.52 | 4755.52 | 4.0 | False | None | None | False | None | False | 19022.08 | 0 | 3589280 | 130558 | None | Code19 | 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 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 :W.C. pan with ISI marked white solid plastic seat and lid as per directions of Engineer-in-charge | Pan | 4509.12 | 4509.12 | 1.0 | False | None | None | False | None | False | 4509.12 | 0 | 3589281 | 130558 | None | Code20 | 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 of not less than 15 cms.with soft gravel or selected earth available from required pressure as per ISSS( Contractor will make his own arrangements for procuring water for testing ) etc for PVC pipes 110mm dia 6 Kg/sqcm & class 3 as per directions of Engineer-in-charge | Mtr | 543.72 | 543.72 | 25.0 | False | None | None | False | None | False | 13593.0 | 0 | 3589282 | 130558 | None | Code21 | 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 of not less than 15 cms.with soft gravel or selected earth available from required pressure as per ISSS( Contractor will make his own arrangements for procuring water for testing ) etc for PVC pipes 32mm dia 10 Kg/sqcm & class 5 as per directions of Engineer-in-charge | Mtr | 88.32 | 88.32 | 30.0 | False | None | None | False | None | False | 2649.6 | 0 | 3589283 | 130558 | None | Code22 | 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 of not less than 15 cms.with soft gravel or selected earth available from required pressure as per ISSS( Contractor will make his own arrangements for procuring water for testing ) etc for PVC pipes 25mm dia 10 Kg/sqcm & class 5 as per directions of Engineer-in-charge | Mtr | 64.86 | 64.86 | 30.0 | False | None | None | False | None | False | 1945.8 | 0 | 3589284 | 130558 | None | Code23 | Providing and placing on terrace(at all floor levels), polyethylene water storage tank,IS:12701 marked, with cover and suitable locking arrangements and making necessary holes for inlet, outlet and over flow pipes, but without fittings and the base support for tank(For 1000 litre capacity)as per directions of Engineer-in-charge | Ltr | 8.96 | 8.96 | 1000.0 | False | None | None | False | None | False | 8960.0 | 0 | 3589285 | 130558 | None | Code24 | Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete :20 mm nominal bore as per directions of Engineer-in-charge | Each | 403.2 | 403.2 | 7.0 | False | None | None | False | None | False | 2822.4 | 0 |
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