| 1719836703000 | 0 | None | None | Other Works | Construction of slab work in mohammed sait block roads and mahadevapura main road akhila wines pourakarmika colony ward no.27 | 2498252.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3428418 | 121497 | None | code1.12 | 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, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ((Common SR (Volume -1)-2023-24, Item No.1.12, Page No. 6) | Cum | 117.7 | 117.7 | 216.68 | False | None | None | False | None | False | 25503.236 | 0 | | 3428419 | 121497 | None | code3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (SR 2023-24, Volume -111, Item No.3.1 Page No. 17) | Cum | 105.31 | 105.31 | 216.68 | False | None | None | False | None | False | 22818.5708 | 0 | | 3428420 | 121497 | None | code4.27 | Providing, laying, spreading and compacting graded stone aggregate 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 surface and compacting with vibratory roller to achieve the desired density.(ROADS & BRIDES (Volume-3)2023-24 Item No 4.27 ,Page 24) | Cum | 3170.6 | 3170.6 | 58.73 | False | None | None | False | None | False | 186209.338 | 0 | | 3428421 | 121497 | None | code6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,
aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(ROADS & BRIDES (Volume-3)2023-24 Item No 6.1 ,Page 29) | Cum | 6095.88 | 6095.88 | 89.1 | False | None | None | False | None | False | 543142.908 | 0 | | 3428422 | 121497 | None | code5.1 | Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.(ROADS & BRIDES (Volume-3)2023-24 Item No 5.1, A ,Page 31) | Sqm | 50.79 | 50.79 | 1215.0 | False | None | None | False | None | False | 61709.85 | 0 | | 3428423 | 121497 | None | code5.8c | Bituminous Macadam Grading - II for traffic 20 MSA 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 @ 3.4% 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 (ROADS & BRIDES (Volume-3)2023-24 Item No 5.8, C ,Page 33) | Cum | 9491.97 | 9491.97 | 60.75 | False | None | None | False | None | False | 576637.1775 | 0 | | 3428424 | 121497 | None | code5.3 | Bituminous Macadam Grading - II for traffic 20 MSA 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 @ 3.4% 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 (ROADS & BRIDES (Volume-3)2023-24 Item No 5.8, C ,Page 33) | Sqm | 14.86 | 14.86 | 1215.0 | False | None | None | False | None | False | 18054.9 | 0 | | 3428425 | 121497 | None | code5.31 | 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.(Common SR (Volume -3)-2023-24 Item No5.31 Page No.42) | Cum | 12578.32 | 12578.32 | 30.38 | False | None | None | False | None | False | 382129.3616 | 0 | | 3428426 | 121497 | None | code8.15 | 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.( ROADS & BRIDES (Volume-3)2023-24 Item No 8.15,Page 67) | Sqm | 656.67 | 656.67 | 48.6 | False | None | None | False | None | False | 31914.162 | 0 | | 3428427 | 121497 | None | code2.4.2 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 8225.9 | 8225.9 | 14.95 | False | None | None | False | None | False | 122977.205 | 0 | | 3428428 | 121497 | None | code2.11 | 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 All other type of structures(Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18) | Tonne | 97894.6 | 97894.6 | 0.593 | False | None | None | False | None | False | 58051.4978 | 0 | | 3428429 | 121497 | None | code16.28 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate.vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials,labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(ROADS & BRIDES (Volume-3)2023-24 Item No 16.28 ,Page 149) | Cum | 7897.38 | 7897.38 | 59.4 | False | None | None | False | None | False | 469104.372 | 0 |
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