1723135477000 | 0 | None | None | Other Works | Construction of CC Road and CC Drain from Nagesh house to Balanna house Udupi Hotel house to Puri Prasanna house and Installation of Gate to T Narasipura New TMC Office and asphalt work in T Narasipura TMC Limit | 8448994.64 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3731366 | 138670 | None | code01 | Earth work excavation for Foundation by mechanical means for allworks & 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 th excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usag of machinery & other appurtenaces required to complete the work PWD SR.2023-24 . SI. NO.1.14 PAGE NO. 8 | Cum | 105.06 | 105.06 | 275.625 | False | None | None | False | None | False | 28957.1625 | 0 | 3731367 | 138670 | None | code02 | 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. vol-1, SR 2023-24, I.no - 1.4, P.No- 5 | Cum | 249.26 | 249.26 | 308.7 | False | None | None | False | None | False | 76946.562 | 0 | 3731368 | 138670 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates vol-1, SR 2023-24, I.no - 2.1.2, P.No- 15 | Cum | 5833.92 | 5833.92 | 308.699 | False | None | None | False | None | False | 1800925.27008 | 0 | 3731369 | 138670 | None | code04 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I No 2.5.2 Vol 1 P No 16) | Cum | 7048.29 | 7048.29 | 257.25 | False | None | None | False | None | False | 1813172.6025 | 0 | 3731370 | 138670 | None | code05 | 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 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 appurtences required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates vol-1, SR 2023-24, I.no - 2.4.2, P.No- 16 | Cum | 8792.13 | 8792.13 | 102.9 | False | None | None | False | None | False | 904710.177 | 0 | 3731371 | 138670 | None | code06 | Supplying,fitting and placing GFRP bars confirming to IRC 137 : 2022 for structures such as crash barriers, concrete drains, concrete pavements, approach slabs as per Drawing and Technical specifications vol-3, SR 2023-24, I.no - 9.3, P.No- 87 | Tonne | 213.21 | 213.21 | 2778.3 | False | None | None | False | None | False | 592361.343 | 0 | 3731372 | 138670 | None | code07 | 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. (I No 1.2 Vol , P No 8) | Sqm | 97.85 | 97.85 | 720.0 | False | None | None | False | None | False | 70452.0 | 0 | 3731373 | 138670 | None | code08 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (I. No 3.7 Vol 3, P No 17) | Sqm | 108.15 | 108.15 | 1600.0 | False | None | None | False | None | False | 173040.0 | 0 | 3731374 | 138670 | None | code09 | 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 (I. No 4.1(ii) Vol 3, P No 23) | Cum | 2636.8 | 2636.8 | 110.0 | False | None | None | False | None | False | 290048.0 | 0 | 3731375 | 138670 | None | code10 | Wet Mix Macadam (Plant Mix Method) 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. (i.No 4.17, Vol-3, PWD SR 2023-24) | Cum | 2635.77 | 2635.77 | 275.0 | False | None | None | False | None | False | 724836.75 | 0 | 3731376 | 138670 | None | code11 | 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. (I No 5.2 B(i) Vol 3, P No 31) | Sqm | 54.59 | 54.59 | 1100.0 | False | None | None | False | None | False | 60049.0 | 0 | 3731377 | 138670 | None | code12 | Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type 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 (I No 5.6(i) Vol 3, P No 31) | Cum | 7762.08 | 7762.08 | 55.0 | False | None | None | False | None | False | 426914.4 | 0 | 3731378 | 138670 | None | code13 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (I No 5.3 Vol 3, P No 31) | Sqm | 12.36 | 12.36 | 1100.0 | False | None | None | False | None | False | 13596.0 | 0 | 3731379 | 138670 | None | code14 | Providing and laying semi Dense Graded Bituminous concrete with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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. (I No 5.31 Vol 3, P No 43) | Cum | 10456.56 | 10456.56 | 26.95 | False | None | None | False | None | False | 281804.292 | 0 | 3731380 | 138670 | None | code15 | Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (I No 8.13 Vol 3, P No 66) | Cum | 177.16 | 177.16 | 40.0 | False | None | None | False | None | False | 7086.4 | 0 | 3731381 | 138670 | None | code16 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. vol-2, SR 2023-24, I.no - 17.5, P.No- 175 | Sqm | 1156.69 | 1156.69 | 935.0 | False | None | None | False | None | False | 1081505.15 | 0 | 3731382 | 138670 | None | code17 | Earth work excavation for Foundation by mechanical means for allworks & 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 th excavated earth or sorting & stacking the selected earth f or reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usag of machinery & other appurtenaces required to complete the work PWD SR.2023-24 . SI. NO.1.14 PAGE NO. 8 | Cum | 105.06 | 105.06 | 4.608 | False | None | None | False | None | False | 484.11648 | 0 | 3731383 | 138670 | None | code18 | Providing and Filling in foundaion with granite/ trap broken metal 100mm and down size & with approved sand including hand packing, ramming, watering including cost of all materials and labour all lead and lift complete as per specifications. CSR 2023-24, Vol-, I No-1.23, P No-11 | Cum | 2762.46 | 2762.46 | 0.864 | False | None | None | False | None | False | 2386.76544 | 0 | 3731384 | 138670 | None | code19 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates vol-1, SR 2023-24, I.no - 2.1.2, P.No- 15 | Cum | 5833.92 | 5833.92 | 0.432 | False | None | None | False | None | False | 2520.25344 | 0 | 3731385 | 138670 | None | code20 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR.2023-24 Vol-1. I. NO.2.2.3 PAGE NO. 15 | Cum | 7048.16 | 7048.16 | 0.729 | False | None | None | False | None | False | 5138.10864 | 0 | 3731386 | 138670 | None | code21 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I No 2.5.2 Vol 1 P No 16) | Cum | 7048.29 | 7048.29 | 2.2762 | False | None | None | False | None | False | 16043.317698 | 0 | 3731387 | 138670 | None | code22 | Supplying, fitting &placing TMT Fe 550/550D steel reinforcement including cost of all materials, machinery, labour, cleaning, straightning, cutting, bending, hooking, laping/welding joints tying with binding wire/soft annealed steel wire and other ancillery operations as per drawing and technical specifications. vol-1, SR 2023-24, I.no - 2.11(a), P.No- 18 | Tonne | 92140.71 | 92140.71 | 0.1269 | False | None | None | False | None | False | 11692.656099 | 0 | 3731388 | 138670 | None | code23 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m. PWD SR.2023-24 . Vol - 1, I. NO.1.9 PAGE NO. 7 | Cum | 273.98 | 273.98 | 4.608 | False | None | None | False | None | False | 1262.49984 | 0 | 3731389 | 138670 | None | code24 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 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. PWD SR.2023-24 . Vol -2 SI . NO .8.3.1 PAGE NO. 41 | Sqm | 364.62 | 364.62 | 21.3 | False | None | None | False | None | False | 7766.406 | 0 | 3731390 | 138670 | None | code25 | Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface :Water thinnable cement primer togive an even shade after thoroughly brooming the surface to removeall dirt, dust, mortar drops and foreign matter including preparing thesurface even and sand paper smooth, cost of materials,labour completeas per specifications and as per directions of Engineer-in-charge. PWD SR.2023-24 Vol -2 SI . NO .8.27 PAGE NO. 45 | Sqm | 54.59 | 54.59 | 21.3 | False | None | None | False | None | False | 1162.767 | 0 | 3731391 | 138670 | None | code26 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR.2023-24 Vol -2 SI . NO .8.39 PAGE NO. 48 | Sqm | 130.81 | 130.81 | 21.3 | False | None | None | False | None | False | 2786.253 | 0 | 3731392 | 138670 | None | code27 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD SR.2023-24 Vol -2 SI . NO .11.25.2 PAGE NO. 84 | Kgs | 140.08 | 140.08 | 345.0 | False | None | None | False | None | False | 48327.6 | 0 | 3731393 | 138670 | None | code28 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 | 172.01 | 172.01 | 17.55 | False | None | None | False | None | False | 3018.7755 | 0 |
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