| 1710483890000 | 1 | None | None | Buildings | CONSTRUCTION OF RAITHA BHAVAN NEAR SHRI SHANKARLINGESHWARA TEMPLE AT KADANI VILLAGE OF KALABURAGI SOUTH CONSTITUENCY | 4197989.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3084588 | 105856 | None | Item No.1.12, Page No.8, Vol - I, Chapter 1, PWD | 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.Item No.1.12, Page No.8, Vol - I, Chapter 1, PWD CSR - 2023-24 | Cum | 99.75 | 99.75 | 31.05 | False | None | None | False | None | False | 3097.2375 | 0 | | 3084589 | 105856 | None | Item No.2.1.3, Page No.15, Vol - I, Chapter 2, PWD | 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 aggregates | Cum | 6288.5 | 6288.5 | 9.92 | False | None | None | False | None | False | 62381.92 | 0 | | 3084590 | 105856 | None | Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, P | 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)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7104.31 | 7104.31 | 5.18 | False | None | None | False | None | False | 36800.3258 | 0 | | 3084591 | 105856 | None | Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, P | 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.Column uptoplinth. | Cum | 11002.25 | 11002.25 | 1.99 | False | None | None | False | None | False | 21894.4775 | 0 | | 3084592 | 105856 | None | Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, P | 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.PLINTH BEAM | Cum | 9744.85 | 9744.85 | 2.69 | False | None | None | False | None | False | 26213.6465 | 0 | | 3084593 | 105856 | None | Item No.2.2.1.1, Page No.15, Vol - I, Chapter 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 | Cum | 11002.25 | 11002.25 | 2.48 | False | None | None | False | None | False | 27285.58 | 0 | | 3084594 | 105856 | None | Vol-1, page no. 15, It.no. 2.5.1 | 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol-1, page no. 15, It.no. 2.5.1).Lintel beam. | Cum | 10373.55 | 10373.55 | 6.41 | False | None | None | False | None | False | 66494.4555 | 0 | | 3084595 | 105856 | None | Vol-1, page no. 15, It.no. 2.5.1 | 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol-1, page no. 15, It.no. 2.5.1).Roof slab | Cum | 9744.85 | 9744.85 | 9.47 | False | None | None | False | None | False | 92283.7295 | 0 | | 3084596 | 105856 | None | Item No.5.1.1, Page No.9, Vol - 2, Chapter 5, PWD | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 11.35 | False | None | None | False | None | False | 66869.0925 | 0 | | 3084597 | 105856 | None | Item No.5.4, Page No.9, Vol - 2, Chapter 5, PWD CS | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 9.2 | False | None | None | False | None | False | 61717.74 | 0 | | 3084598 | 105856 | None | Item No.1.9, Page No.7, Vol - I, Chapter 1, PWD CS | 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. | Cum | 279.3 | 279.3 | 61.2 | False | None | None | False | None | False | 17093.16 | 0 | | 3084599 | 105856 | None | Item no. 2.11, page no.18, Vol-1, Chapter-2, PWD S | 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 ancillary operations complete as per drawings and specification.(Item no. 2.11, page no.18, Vol-1, Chapter-2, PWD SR 2023-24)
Buidings | Tonne | 107326.0 | 107326.0 | 3.8 | False | None | None | False | None | False | 407838.8 | 0 | | 3084600 | 105856 | None | Item No.6.8, Page No.14, Vol - 2, Chapter 6, PWD C | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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. | Cum | 8367.45 | 8367.45 | 22.11 | False | None | None | False | None | False | 185004.3195 | 0 | | 3084601 | 105856 | None | Item No.8.2.1, Page No.41, Vol - 2, Chapter 8, PWD | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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. | Sqm | 309.75 | 309.75 | 105.25 | False | None | None | False | None | False | 32601.1875 | 0 | | 3084602 | 105856 | None | Item No.8.4.1, Page No.41, Vol - 2, Chapter 8, PWD | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick 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. | Sqm | 339.15 | 339.15 | 76.86 | False | None | None | False | None | False | 26067.069 | 0 | | 3084603 | 105856 | None | Item No.8.19.1 Page No.44, Vol - 2, PWD CSR -2023- | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Nos | 267.75 | 267.75 | 20.83 | False | None | None | False | None | False | 5577.2325 | 0 | | 3084604 | 105856 | None | Item No.9.22.1 Page No.62, Vol - 2, Chapter 9, PWD | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 500x500 mm. | Sqm | 1313.55 | 1313.55 | 62.16 | False | None | None | False | None | False | 81650.268 | 0 | | 3084605 | 105856 | None | Item No.12.12 Page No.99, Vol - 2, Chapter 12, PWD | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 130412.1 | 130412.1 | 0.39 | False | None | None | False | None | False | 50860.719 | 0 | | 3084606 | 105856 | None | Item No.12.15 Page No.100, Vol - 2, Chapter 12, PW | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 7241.85 | 7241.85 | 11.39 | False | None | None | False | None | False | 82484.6715 | 0 | | 3084607 | 105856 | None | Item No.11.34 Page No.86, Vol - 2, Chapter 11, PWD | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. | Kg | 176.4 | 176.4 | 180.0 | False | None | None | False | None | False | 31752.0 | 0 | | 3084608 | 105856 | None | Item No.8.34.1 Page No.47, Vol - 2, Chapter 8, PWD | 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 perspecifications and as per directions of Engineer-in-charge. | Sqm | 55.65 | 55.65 | 23.29 | False | None | None | False | None | False | 1296.0885 | 0 | | 3084609 | 105856 | None | Item No.8.45.1 Page No.49, Vol - 2, Chapter 8, PWD | Varnishing with varnish of approved brand and manufacture :Two coats of glue sizing with copal varnish over an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 180.6 | 180.6 | 23.29 | False | None | None | False | None | False | 4206.174 | 0 | | 3084610 | 105856 | None | Item No.8.33.1, Page No.46, Vol - 2, Chapter 8, PW | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality 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. (The gloss should be 50% @ 60 degree angle with 10 years life) | Sqm | 165.9 | 165.9 | 290.2 | False | None | None | False | None | False | 48144.18 | 0 | | 3084611 | 105856 | None | Quotation It.1 | Sculptural stone work for Sri Garbagraha As per your image stone Uppanam, pillar 4 nos, prestar avargram cost of stone ceasal rod, machinery tools, blades jointing and fixing including labour charges 13 feet 51.2 inches in height | Nos | 1400000.0 | 1400000.0 | 1.0 | False | None | None | False | None | False | 1400000.0 | 0 | | 3084612 | 105856 | None | Quotation It. 2 | Item description: Stone Gopuram as per your image Gopuram cost of ceasal rod, machinery tools blades jointing and fixing including labour charges 15 feet 41.2 inches in height. | Nos | 1256600.0 | 1256600.0 | 1.0 | False | None | None | False | None | False | 1256600.0 | 0 | | 3084613 | 105856 | None | Item no 1.3.1,page no. 2 of105,Vol-6, PWD UNI SR 2 | Supplying heavy gauge PVC Conduit Pipe . dia. mm thick with suitable size bends ,metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessary.(Item no: 1.3.1, page no. 2/105,Vol-6, PWD UNI SR 2023-24) | Mtr | 68.0 | 68.0 | 300.0 | False | None | None | False | None | False | 20400.0 | 0 | | 3084614 | 105856 | None | Item no: 1.3.2, page no. 2 of105,Vol-6, PWD UNI SR | Supplying heavy gauge PVC Conduit Pipe . dia. mm thick with suitable size bends ,metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessary.25 mm dia 2 mm thick. (Item no: 1.3.2, page no. 2 of105,Vol-6, PWD UNI SR 2023-24) | Mtr | 79.0 | 79.0 | 300.0 | False | None | None | False | None | False | 23700.0 | 0 | | 3084615 | 105856 | None | Item no: 1.12, page no. 4,Vol-6, PWD UNI SR 20 | Supplying And Fixing Metal Fan Box with Round Hook.
(Item no: 1.12, page no. 4/105,Vol-6, PWD UNI SR 2023-24) | Nos | 117.0 | 117.0 | 15.0 | False | None | None | False | None | False | 1755.0 | 0 | | 3084616 | 105856 | None | Item no: 2.2.1, page no. 5,Vol-6, PWD UNI SR 2 | Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase&Neutral) & 1x1.0sqmm (Earthwire) FRLS multistrand PVC insulated copperwire (confirmingtoIS 694:and latest amendments) without control switch shall be fixed on the existing plastic sheet/gangbox,the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box
(Item no: 2.2.1, page no. 5/105,Vol-6, PWD UNI SR 2023-24) | Point | 269.0 | 269.0 | 30.0 | False | None | None | False | None | False | 8070.0 | 0 | | 3084617 | 105856 | None | Item no: 2.2.3, page no. 5,Vol-6, PWD UNI SR 2 | Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase&Neutral) & 1x1.0sqmm (Earthwire) FRLS multistrand PVC insulated copperwire (confirmingtoIS 694:and latest amendments) without control switch shall be fixed on the existing plastic sheet/gangbox,the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to outlet via switch box. (Item no: 2.2.3, page no. 5/105,Vol-6, PWD UNI SR 2023-24) | Point | 555.0 | 555.0 | 20.0 | False | None | None | False | None | False | 11100.0 | 0 | | 3084618 | 105856 | None | Item no: 2.3.3, page no. 5,Vol-6, PWD UNI SR 2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm2 (Item no: 2.3.3, page no. 5/105,Vol-6, PWD UNI SR 2023-24) | Mtr | 42.0 | 42.0 | 350.0 | False | None | None | False | None | False | 14700.0 | 0 | | 3084619 | 105856 | None | Item no: 2.3.3, page no. 5,Vol-6, PWD UNI SR 2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,multi strand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 4 mm2 (Item no: 2.3.3, page no. 5/105,Vol-6, PWD UNI SR 2023-24) | Mtr | 63.0 | 63.0 | 350.0 | False | None | None | False | None | False | 22050.0 | 0 |
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