1710484060000 | 1 | None | None | Buildings | CONSTRUCTION OF RAITHA BHAVAN NEAR SHRI JODABASAVESHWARA TEMPLE AT UDNOOR VILLAGE OF KALABURAGI SOUTH CONSTITUENCY | 4118418.02 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3084663 | 105862 | None | 1.1.2, PAGE 8, VOL-1 | 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 | 237.66 | False | None | None | False | None | False | 23706.585 | 0 | 3084664 | 105862 | None | 1.9 pg 7 vol-1 | 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.Item No.1.9, Page No.7, Vol - I, Chapter 1, PWD CSR - 2023-24 | Cum | 279.3 | 279.3 | 228.02 | False | None | None | False | None | False | 63685.986 | 0 | 3084665 | 105862 | None | 2.1.2 pg 15 vol-1 | 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. Item No.2.1.2, Page No.15, Vol - I, Chapter 2, PWD CSR -2023-24 | Cum | 5947.2 | 5947.2 | 29.22 | False | None | None | False | None | False | 173777.184 | 0 | 3084666 | 105862 | None | 2.1.4 pg 15 vol-1 | 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 20 mm nominal size graded crushed coarse aggregatesItem No.2.1.4, Page No.15, Vol - I, Chapter 2, PWD CSR -2023-24 | Cum | 6527.85 | 6527.85 | 2.33 | False | None | None | False | None | False | 15209.8905 | 0 | 3084667 | 105862 | None | 2.2.1.1 pg 15 vol-1 | 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. Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, PWD CSR -2023-24 | Cum | 7104.31 | 7104.31 | 57.29 | False | None | None | False | None | False | 407005.9199 | 0 | 3084668 | 105862 | None | 2.2.1.1 pg 15 vol-1 | 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. Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, PWD CSR -2023-24 COLUMN UPTO PLINTH LEVEL | Cum | 11002.25 | 11002.25 | 2.82 | False | None | None | False | None | False | 31026.345 | 0 | 3084669 | 105862 | None | 2.2.1.1 PG 15 VOL-1 | 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. Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, PWD CSR -2023-24 PLINTH BEAM | Cum | 9744.85 | 9744.85 | 9.32 | False | None | None | False | None | False | 90822.002 | 0 | 3084670 | 105862 | None | 2.2.1.1 PG 15 VOL-1 | 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. Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, PWD CSR -2023-24 COLUMN ABOVE PLINTH BEAM | Cum | 11002.25 | 11002.25 | 8.66 | False | None | None | False | None | False | 95279.485 | 0 | 3084671 | 105862 | None | 2.2.1.1 PG 15 VOL-1 | 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. Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, PWD CSR -2023-24 LINTEL BEAM | Cum | 10373.55 | 10373.55 | 21.74 | False | None | None | False | None | False | 225520.977 | 0 | 3084672 | 105862 | None | 2.2.1.1 PG 15 VOL-1 | 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. Item No.2.2.1.1, Page No.15, Vol - I, Chapter 2, PWD CSR -2023-24 ROOF SLAB | Cum | 9744.85 | 9744.85 | 32.98 | False | None | None | False | None | False | 321385.153 | 0 | 3084673 | 105862 | None | 5.1.1 PG 9 VOL-2 | 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)Item No.5.1.1, Page No.9, Vol - 2, Chapter 5, PWD CSR -2023-24 | Cum | 5891.55 | 5891.55 | 51.45 | False | None | None | False | None | False | 303120.2475 | 0 | 3084674 | 105862 | None | 5.4 PG 9 VOL-2 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Item No.5.4, Page No.9, Vol - 2, Chapter 5, PWD CSR -2023-24 | Cum | 6708.45 | 6708.45 | 13.03 | False | None | None | False | None | False | 87411.1035 | 0 | 3084675 | 105862 | None | 6.8 PG 14 VOL-2 | 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.Item No.6.8, Page No.14, Vol - 2, Chapter 6, PWD CSR -2023-24 | Cum | 8367.45 | 8367.45 | 50.87 | False | None | None | False | None | False | 425652.1815 | 0 | 3084676 | 105862 | 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.Item No.8.2.1, Page No.41, Vol - 2, Chapter 8, PWD CSR -2023-24 | Sqm | 309.75 | 309.75 | 346.74 | False | None | None | False | None | False | 107402.715 | 0 | 3084677 | 105862 | None | 8.3.1 PG 41 VOL-2 | 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.Item No.8.3.1, Page No.41, Vol - 2, Chapter 8, PWD CSR -2023-24 | Sqm | 371.7 | 371.7 | 370.29 | False | None | None | False | None | False | 137636.793 | 0 | 3084678 | 105862 | None | 12.12 PG 99 VOL-2 | 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.Item No.12.12 Page No.99, Vol - 2, Chapter 12, PWD CSR -2023-24 | Sqm | 130412.1 | 130412.1 | 0.29 | False | None | None | False | None | False | 37819.509 | 0 | 3084679 | 105862 | None | 12.18 PG 100 VOL-2 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. 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 )Item No.12.18 Page No.100, Vol - 2, Chapter 12, PWD CSR -2023-24 | Sqm | 6904.8 | 6904.8 | 9.45 | False | None | None | False | None | False | 65250.36 | 0 | 3084680 | 105862 | None | 12.51 PG 104 VOL-2 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Item No.12.51 Page No.104, Vol - 2, Chapter 12, PWD CSR -2023-24 | Nos | 1066.8 | 1066.8 | 3.0 | False | None | None | False | None | False | 3200.4 | 0 | 3084681 | 105862 | None | 9.17.1 PG 61 VOL-2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm. Item No.9.17.4 Page No.61, Vol - 2, Chapter 9, PWD CSR -2023-24 | Sqm | 1167.6 | 1167.6 | 248.1 | False | None | None | False | None | False | 289681.56 | 0 | 3084682 | 105862 | None | 8.34.1 PG 47 VOL-2 | 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.Item No.8.34.1 Page No.47, Vol - 2, Chapter 8, PWD CSR -2023-24 | Sqm | 55.65 | 55.65 | 22.68 | False | None | None | False | None | False | 1262.142 | 0 | 3084683 | 105862 | None | 8.33.2 PG 46 VOL-2 | Painting wood work with Deluxe Multi Surface Paint of requiredshade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Item No.8.33.2 Page No.46, Vol - 2, Chapter 8, PWD CSR -2023-24 | Sqm | 144.9 | 144.9 | 22.68 | False | None | None | False | None | False | 3286.332 | 0 | 3084684 | 105862 | None | 8.25 PG 45 VOL-2 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. Item No.8.25, Page No.45, Vol - 2, Chapter 8, PWD CSR -2023-24 | Sqm | 143.85 | 143.85 | 346.74 | False | None | None | False | None | False | 49878.549 | 0 | 3084685 | 105862 | None | 8.25 VOL-2 PG 45 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. Item No.8.25, Page No.45, Vol - 2, Chapter 8, PWD CSR -2023-24 | Sqm | 143.85 | 143.85 | 110.13 | False | None | None | False | None | False | 15842.2005 | 0 | 3084686 | 105862 | None | 2.12 VOL-1 | 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.
Buidings (Item no. 2.12, Volume 1, PWD USR 2023-24) | Tonne | 107376.0 | 107376.0 | 10.65 | False | None | None | False | None | False | 1143554.4 | 0 |
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