| 1720241018000 | 0 | None | None | Roads | ROAD DEVELOPMENT AND CONSTRUCTION OF CC DRAIN FORM PRAHLAD HOUSE TO JAYASIMHA HOUSE OF WORD NO 19 AT MALAVALLI TMC LIMITS | 2423258.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3462691 | 123486 | 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 In all kinds of soils Depth upto 3 m 1/8/1.14 | Cum | 105.06 | 105.06 | 560.4 | False | None | None | False | None | False | 58875.624 | 0 | | 3462692 | 123486 | None | code02 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means usingHydraulic excavator with in all lifts and lead 3/17/3.5 | Sqm | 6.18 | 6.18 | 1001.0 | False | None | None | False | None | False | 6186.18 | 0 | | 3462693 | 123486 | None | code03 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300- 2 (3/17/3.5)Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300- 2 (3/17/3.5) | Cum | 507.79 | 507.79 | 218.4 | False | None | None | False | None | False | 110901.336 | 0 | | 3462694 | 123486 | None | code04 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete
as per clause 401 2 3/23/4.1(5) | Cum | 507.79 | 507.79 | 127.4 | False | None | None | False | None | False | 64692.446 | 0 | | 3462695 | 123486 | None | code05 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density 3/26/4.17 | Cum | 2635.77 | 2635.77 | 237.57 | False | None | None | False | None | False | 626179.8789 | 0 | | 3462696 | 123486 | None | code06 | Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means 3/31/5.1A(i) | Cum | 42.23 | 42.23 | 1001.0 | False | None | None | False | None | False | 42272.23 | 0 | | 3462697 | 123486 | None | code07 | Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.25 kg/m2 onGranular Surfac 3/31/5.4(ii) | Cum | 14.42 | 14.42 | 1001.0 | False | None | None | False | None | False | 14434.42 | 0 | | 3462698 | 123486 | None | code08 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction 3/32/5.6(i) | Cum | 7685.86 | 7685.86 | 50.05 | False | None | None | False | None | False | 384677.293 | 0 | | 3462699 | 123486 | None | code09 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.(SR 2023- 24,VOLUME-3, P.No: 43, I No. 5.31) | Cum | 10456.56 | 10456.56 | 25.03 | False | None | None | False | None | False | 261727.6968 | 0 | | 3462700 | 123486 | None | code10 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes (Volume -3 , item no 8.15, page no 67) | Cum | 545.9 | 545.9 | 36.4 | False | None | None | False | None | False | 19870.76 | 0 | | 3462701 | 123486 | None | code11 | PCC M10 in Foundation 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 aggregate (Sl.No. 2.1.3 Vol No. 1, P No.15 SR 2021-22) | Cum | 6168.67 | 6168.67 | 20.0 | False | None | None | False | None | False | 123373.4 | 0 | | 3462702 | 123486 | None | code12 | 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates 1/16/2.4.2 | Cum | 6512.69 | 6512.69 | 53.0 | False | None | None | False | None | False | 345172.57 | 0 | | 3462703 | 123486 | None | code13 | Formwork above It no 2.42 (35%) | Cum | 2279.44 | 2279.44 | 53.0 | False | None | None | False | None | False | 120810.32 | 0 | | 3462704 | 123486 | None | code14 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.All other type of structures 1/18/2.11 h | Tonne | 81381.33 | 81381.33 | 1.4 | False | None | None | False | None | False | 113933.862 | 0 | | 3462705 | 123486 | None | code15 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. 2/17.14/177 | Sqm | 1205.1 | 1205.1 | 108.0 | False | None | None | False | None | False | 130150.8 | 0 |
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