1709272147000 | 0 | None | None | Buildings | Construction of Bus/Rest Shelter | 812239.25 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2866885 | 93399 | None | Vol-1, 1.14.1 | Earth work excavation for Foundation In all kinds of soils 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( SR 2023-24 / Item No : 1.14.1 , Page No : 8 Vol 1 ) | Cum | 107.1 | 107.1 | 22.88 | False | None | None | False | None | False | 2450.448 | 0 | 2866886 | 93399 | None | Vol-1, 2.1.3 | P/L PCC of mix 1:3:6 (M 10) Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 2.87 | False | None | None | False | None | False | 18047.8515 | 0 | 2866887 | 93399 | None | Vol-1, 2.4.3 | RCC works M25 For Foundation work 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 ) | Cum | 6652.8 | 6652.8 | 6.71 | False | None | None | False | None | False | 44640.288 | 0 | 2866888 | 93399 | None | Vol-1, Page No 111 | 8 percent Cenering for Footings Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3. | Cum | 532.22 | 532.22 | 2.7 | False | None | None | False | None | False | 1436.994 | 0 | 2866889 | 93399 | None | Vol-1, Page No 111 | 70percentCenering for Colounns upto Plinth Beam Bottom Level, Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3. | Cum | 4656.96 | 4656.96 | 0.47 | False | None | None | False | None | False | 2188.7712 | 0 | 2866890 | 93399 | None | Vol-1, Page No 111 | 50 percent Cenering for Plinth Beam , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3. | Cum | 3326.4 | 3326.4 | 0.91 | False | None | None | False | None | False | 3027.024 | 0 | 2866891 | 93399 | None | Vol-1, Page No 111 | 10percent Cenering for Curtain Walls, , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3. | Cum | 665.28 | 665.28 | 2.63 | False | None | None | False | None | False | 1749.6864 | 0 | 2866892 | 93399 | None | Vol-1, 2.5.2 | P/ L RCC works M25 for Super structures, Providing and laying in position 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 ) | Cum | 7185.15 | 7185.15 | 11.78 | False | None | None | False | None | False | 84641.067 | 0 | 2866893 | 93399 | None | Vol-1, Page No 111 | 70percent Cenering for Coloumns, , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3. | Cum | 5029.6 | 5029.6 | 1.04 | False | None | None | False | None | False | 5230.784 | 0 | 2866894 | 93399 | None | Vol-1, Page No 111 | 60percent Cenering for Roof Beams, , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3. | Cum | 4311.08 | 4311.08 | 1.85 | False | None | None | False | None | False | 7975.498 | 0 | 2866895 | 93399 | None | Vol-1, Page No 111 | 50percent Cenering for Roof Slabs & Shear Walls , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3. | Cum | 3592.57 | 3592.57 | 8.32 | False | None | None | False | None | False | 29890.1824 | 0 | 2866896 | 93399 | None | Vol-1, 2.1.4 | P/L PCC works M10 for Cill Concrete Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the\ work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.1.4 , Page No : 15 , Vol 1 ) | Cum | 6433.35 | 6433.35 | 0.3 | False | None | None | False | None | False | 1930.005 | 0 | 2866897 | 93399 | None | Vol-1, 2.11 a | P/F of TMT Bars Fe-550D 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | t | 93929.85 | 93929.85 | 1.6 | False | None | None | False | None | False | 150287.76 | 0 | 2866898 | 93399 | None | Vol-1, 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34) | Cum | 279.3 | 279.3 | 11.67 | False | None | None | False | None | False | 3259.431 | 0 | 2866899 | 93399 | None | Vol-1, 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No -33) | Cum | 497.7 | 497.7 | 4.14 | False | None | None | False | None | False | 2060.478 | 0 | 2866900 | 93399 | None | Vol-1, 2.1.3 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 1.38 | False | None | None | False | None | False | 8678.061 | 0 | 2866901 | 93399 | None | Vol-2, 6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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. (COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13). | Cum | 8376.9 | 8376.9 | 1.35 | False | None | None | False | None | False | 11308.815 | 0 | 2866902 | 93399 | None | Vol-2, 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry 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. (SR 2023-24, Vol-2,SL.No. 8.3.1, P. No.41). | Sqm | 371.7 | 371.7 | 183.05 | False | None | None | False | None | False | 68039.685 | 0 | 2866903 | 93399 | None | Vol-2, 8.27 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade 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. (SR 2023-24 Ballari Circle Item No.8.27, Page No.45 Vol 2) | Sqm | 55.65 | 55.65 | 183.05 | False | None | None | False | None | False | 10186.7325 | 0 | 2866904 | 93399 | None | Vol-2, 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (SR 2023-24 Ballari Circle Item No.8.51, Page No.50 Vol 2) | Sqm | 105.0 | 105.0 | 183.05 | False | None | None | False | None | False | 19220.25 | 0 | 2866905 | 93399 | None | Vol-2, 9.12.2 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (PWD SR 2023-24 Ballari Circle Item No.9.12.2, Page No.60 Vol 2) | Sqm | 1202.25 | 1202.25 | 19.36 | False | None | None | False | None | False | 23275.56 | 0 | 2866906 | 93399 | None | Vol-2, 10.1.2 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 (PWD SR 2023-24 Ballari Circle Item No.10.1.2, Page No.69 Vol 2) | Sqm | 4133.85 | 4133.85 | 4.8 | False | None | None | False | None | False | 19842.48 | 0 | 2866907 | 93399 | None | Vol-2, 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. (PWD SR 2023-24 Ballari Circle Item No.10.2, Page No.69 Vol 2) | m | 344.4 | 344.4 | 4.0 | False | None | None | False | None | False | 1377.6 | 0 | 2866908 | 93399 | None | Vol-2, 12.95 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately).(PWD SR 2023-24 Ballari Circle Item No.12.95, Page No.112 vol 2) | Sqm | 4631.55 | 4631.55 | 40.0 | False | None | None | False | None | False | 185262.0 | 0 | 2866909 | 93399 | None | Vol-2, 11.16.3 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes 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 Ballari Circle Item No.11.16.3, Page No.83 Vol 2) | Kg | 128.1 | 128.1 | 80.0 | False | None | None | False | None | False | 10248.0 | 0 | 2866910 | 93399 | None | Vol-2, 8.34.1 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(COMMON SR 2023-24, SL No 8.34.1, VOL-2, P.No .47) | Sqm | 55.65 | 55.65 | 80.0 | False | None | None | False | None | False | 4452.0 | 0 | 2866911 | 93399 | None | Vol-2, 8.29 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade 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. ( SR 2023-24 / Item No : 8.29 , Page No : 45 Vol 2) | Sqm | 297.15 | 297.15 | 183.05 | False | None | None | False | None | False | 54393.3075 | 0 | 2866912 | 93399 | None | Vol-2, 10.15.2 | Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resist ance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sand wiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete (PWD SR 2023-24 Ballari Circle Item No.10.15.2 Page No.49 Vol 2) | Sqm | 4981.2 | 4981.2 | 1.5 | False | None | None | False | None | False | 7471.8 | 0 | 2866913 | 93399 | None | Vol-1, 1.14.1 | 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( SR 2023-24 / Item No : 1.14.1 , Page No : 8 Vol 1 ) | Cum | 107.1 | 107.1 | 8.0 | False | None | None | False | None | False | 856.8 | 0 | 2866914 | 93399 | None | Vol-1, 3.7 | Compacting original ground supporting embankment : 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 (PWD SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) | Cum | 110.25 | 110.25 | 3.0 | False | None | None | False | None | False | 330.75 | 0 | 2866915 | 93399 | None | Vol-1, 3.7 | Construction of Subgrade : Construction of subgrade 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. 300-2 305 (PWD SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) | Cum | 517.65 | 517.65 | 3.0 | False | None | None | False | None | False | 1552.95 | 0 | 2866916 | 93399 | None | Vol-1, 4.17 | 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 (PWD SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26) | Cum | 2686.95 | 2686.95 | 3.0 | False | None | None | False | None | False | 8060.85 | 0 | 2866917 | 93399 | None | Vol-1, 2.1.3 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 3.0 | False | None | None | False | None | False | 18865.35 | 0 |
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