| 1724147797000 | 0 | None | None | Other Works | Package No.05-RRNZ-RRND-(a)Construction & Improvements to the Roads, Drains & Pathways (b) Development works to the Buildings & other allied works in Ward No. 37 Peenya in RR Nagar Division for the Year 2023-24 | 7290094.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3819443 | 145271 | None | item001 | 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 & other appurtenances required to complete the workIn all kinds of soils upto 300 mm depth..Item No.1.12,Page No.8, Vol I SR 23-24 | Cum | 247.86 | 247.86 | 650.94 | False | None | None | False | None | False | 161341.9884 | 0 | | 3819444 | 145271 | None | item002 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m.Item No.1.4.1,Page No.(5), Vol I CSR 23-24 | Cum | 528.56 | 528.56 | 374.37 | False | None | None | False | None | False | 197877.0072 | 0 | | 3819445 | 145271 | None | item003 | 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. Granular Sub-Base Plant Mix Method. Materia.Item No.4.1(V),Page No.23, Vol III SR-23-24 | Cum | 2735.7 | 2735.7 | 36.9375 | False | None | None | False | None | False | 101049.91875 | 0 | | 3819446 | 145271 | None | item004 | 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. Wet Mix Macadam (Plant mix method) .Item No.4.17,Page No.26, Vol III SR-23-24 | Cum | 2814.9 | 2814.9 | 458.6345 | False | None | None | False | None | False | 1291010.25405 | 0 | | 3819447 | 145271 | None | item005 | 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 0.90 kg per m2 using mechanical means.Prime Coat over WMM/WBM.Item No.5.1,Page No.31, Vol III SR 23-24 | Sqm | 45.1 | 45.1 | 1972.65 | False | None | None | False | None | False | 88966.515 | 0 | | 3819448 | 145271 | None | item006 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Item No.5.12C Page No.35, Vol III SR-23-24 | Cum | 10393.9 | 10393.9 | 98.6325 | False | None | None | False | None | False | 1025176.34175 | 0 | | 3819449 | 145271 | None | item007 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broo.Tack coat on Bituminous surface .Item No.5.3Page No.31, Vol III SR-23-24 | Sqm | 13.2 | 13.2 | 1972.65 | False | None | None | False | None | False | 26038.98 | 0 | | 3819450 | 145271 | None | item008 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site,
laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects .Item No.5.16C Page No.38, Vol III SR-23-24 | Cum | 12049.4 | 12049.4 | 76.4435 | False | None | None | False | None | False | 921098.3089 | 0 | | 3819451 | 145271 | None | item009 | 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 at 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. Item No.8.15,Page No.67, Vol III SR 23-24 | Sqm | 583.0 | 583.0 | 689.375 | False | None | None | False | None | False | 401905.625 | 0 | | 3819452 | 145271 | None | item010 | 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 and 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 and formwork shall be paid separately).Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6587.9 | 6587.9 | 130.64 | False | None | None | False | None | False | 860643.256 | 0 | | 3819453 | 145271 | None | item011 | Construction, Moulding & Casting of Pre-Cast Segmental U Shape drain of Size not less than (800mmx600mmx150mm), made up of M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & 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 etc., labour, Usage charges of machinery curing and all other appurtenances including Cost of Haulage in Surface Road upto 2Km etc., all complete as directed by Engineer in Charge. (Approved Data Rate) | Rmtr | 4000.0 | 4000.0 | 175.0 | False | None | None | False | None | False | 700000.0 | 0 | | 3819454 | 145271 | None | item012 | 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. Item No.17.14,Page No.177, Vol II CSR 23-24 | Sqm | 1287.0 | 1287.0 | 177.3 | False | None | None | False | None | False | 228185.1 | 0 | | 3819455 | 145271 | None | item013 | Providing & laying precast drain cover slab of 100 mm thickness in CM 1:3 including cost of all materials, labour, curing, transportation, loading, unloading etc, complete as per the directions of the Engineer In Charge.( 0.9 x 0.60 x 0.1) (Approved Data rate) | Sqm | 1804.0 | 1804.0 | 84.6 | False | None | None | False | None | False | 152618.4 | 0 | | 3819456 | 145271 | None | item014 | 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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.Item No.6.1,Page No.49, Vol III SR 23-24 | Cum | 5412.0 | 5412.0 | 100.56 | False | None | None | False | None | False | 544230.72 | 0 | | 3819457 | 145271 | None | item015 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Item No.9.25,Page No.63, Vol II CSR 23-24 | Sqm | 880.0 | 880.0 | 670.4 | False | None | None | False | None | False | 589952.0 | 0 |
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