| 1708655662000 | 0 | None | None | Water supply/sewage lines | Construction of rain water harvesting at Govt primary school in ward no 14 srinivas camp and in ward 10 Raghavendra nagar in Turvihal town limit. | 425813.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2772278 | 88362 | None | code01 | 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 | 9.5785 | False | None | None | False | None | False | 80147.619825 | 0 | | 2772279 | 88362 | None | code02 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 1.7077 | False | None | None | False | None | False | 11147.609445 | 0 | | 2772280 | 88362 | None | code03 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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. | Sqm | 349.65 | 349.65 | 59.39 | False | None | None | False | None | False | 20765.7135 | 0 | | 2772281 | 88362 | None | code04 | 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 | Mtr | 431.55 | 431.55 | 130.0 | False | None | None | False | None | False | 56101.5 | 0 | | 2772282 | 88362 | None | code05 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC BEND | No | 538.65 | 538.65 | 24.0 | False | None | None | False | None | False | 12927.6 | 0 | | 2772283 | 88362 | None | code06 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Elbows | No | 317.1 | 317.1 | 24.0 | False | None | None | False | None | False | 7610.4 | 0 | | 2772284 | 88362 | None | code07 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Tee | Cum | 263.55 | 263.55 | 20.0 | False | None | None | False | None | False | 5271.0 | 0 | | 2772285 | 88362 | None | code08 | Earth work excavation for foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surface , 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 and tools, usage of machinary and other appartances required to complete the work . | Cum | 122.85 | 122.85 | 9.972 | False | None | None | False | None | False | 1225.0602 | 0 | | 2772286 | 88362 | None | code09 | arth work excavation for foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surface , 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 and tools, usage of machinary and other appartances required to complete the work . | Cum | 122.85 | 122.85 | 35.045 | False | None | None | False | None | False | 4305.27825 | 0 | | 2772287 | 88362 | None | code10 | 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 hickness, 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) | Cum | 6511.05 | 6511.05 | 0.76 | False | None | None | False | None | False | 4948.398 | 0 | | 2772288 | 88362 | None | code11 | 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 necessary, 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). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6511.05 | 6511.05 | 1.062 | False | None | None | False | None | False | 6914.7351 | 0 | | 2772289 | 88362 | None | code12 | PRECASTED RCC TANK COVER | Cum | 6962.55 | 6962.55 | 9.5437 | False | None | None | False | None | False | 66448.488435 | 0 | | 2772290 | 88362 | None | code13 | Form Work
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 5% | No | 650.0 | 650.0 | 2.0 | False | None | None | False | None | False | 1300.0 | 0 | | 2772291 | 88362 | None | code14 | TMT Steel
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. For all other type of structures | Cum | 348.13 | 348.13 | 9.5017 | False | None | None | False | None | False | 3307.826821 | 0 | | 2772292 | 88362 | None | code15 | main bars 10 mm @150 c/c (10 mm dia bars @0.0.617kg/m) | Tonne | 82961.55 | 82961.55 | 0.1833 | False | None | None | False | None | False | 15206.852115 | 0 | | 2772293 | 88362 | None | code16 | distribution bars 8 mm @150 c/c (8mm dia bars =0.395 kg/m) | Tonne | 82961.55 | 82961.55 | 0.113 | False | None | None | False | None | False | 9374.65515 | 0 | | 2772294 | 88362 | None | code17 | mainbars 10 mm @150 c/c . (10 mm dia - 0.617 kg/m.) | Tonne | 82052.25 | 82052.25 | 0.0355 | False | None | None | False | None | False | 2912.854875 | 0 | | 2772295 | 88362 | None | code18 | distribution bars 8 mm @150 c/c (10mm dia bars =0.395 kg/m) | Tonne | 82052.25 | 82052.25 | 0.0227 | False | None | None | False | None | False | 1862.586075 | 0 | | 2772296 | 88362 | None | code19 | mainbars 10 mm @150 c/c . (10 mm dia - 0.617 kg/m.) | Tonne | 82052.25 | 82052.25 | 0.0355 | False | None | None | False | None | False | 2912.854875 | 0 | | 2772297 | 88362 | None | code20 | distribution bars 8 mm @150 c/c (10mm dia bars =0.395 kg/m) | Tonne | 82052.25 | 82052.25 | 0.022 | False | None | None | False | None | False | 1805.1495 | 0 | | 2772298 | 88362 | None | code21 | Supplying ,filling , spreading & levelling stone boulders of size range 5 cm to 20 cm , in recharge pit , in required thickness , for all leads & lifts , all complete as per direction of engineer in charge | Cum | 1052.1 | 1052.1 | 4.9419 | False | None | None | False | None | False | 5199.37299 | 0 | | 2772299 | 88362 | None | code22 | Supplying , filling ,spreading &levelling gravels of size range 5 mm to 10 mm in recharge pit , over the existing layer of boulders , in required thickness , for all leads and lifts ,all complete as per directrion of engineer incharge | Cum | 1245.3 | 1245.3 | 4.9419 | False | None | None | False | None | False | 6154.14807 | 0 | | 2772300 | 88362 | None | code23 | Supplying , filling ,spreading &levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit , over the existing layer of gravels , in required thickness , for all leads and lifts ,all complete as per directrion of engineer incharge | Cum | 1251.6 | 1251.6 | 4.236 | False | None | None | False | None | False | 5301.7776 | 0 | | 2772301 | 88362 | None | code24 | providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | | 2772302 | 88362 | None | code25 | Providing Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour and usage charges of machinery complete as per the direction of engineer incharge of work. | Sqm | 4090.8 | 4090.8 | 10.68 | False | None | None | False | None | False | 43689.744 | 0 | | 2772303 | 88362 | None | code26 | 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 25mm dia, 10 kg/sqcm & class 5 | Mtr | 50.4 | 50.4 | 180.0 | False | None | None | False | None | False | 9072.0 | 0 | | 2772304 | 88362 | None | code27 | supply and delivery of centrifugal pumpset at site brand new best make ands with discharge duty conforming to ISI standards and its latest amendments | No | 10500.0 | 10500.0 | 2.0 | False | None | None | False | None | False | 21000.0 | 0 |
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