1727513687000 | 0 | None | None | Buildings | Construction of one Classroom to GHPS Vittalanagar VIllage In Sandur Taluk Ballari Dist | 1350096.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4100504 | 159766 | None | PWD SR2023-24 Vol-01 P.No.5, I.No.1.4.1 | 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 | Cum | 254.1 | 254.1 | 60.2 | False | None | None | False | None | False | 15296.82 | 0 | 4100505 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.15, I.No. 2.1.2 | 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 | Cum | 5947.2 | 5947.2 | 11.38 | False | None | None | False | None | False | 67679.136 | 0 | 4100506 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1 | 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 ggregates 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 | Cum | 7518.42 | 7518.42 | 7.13 | False | None | None | False | None | False | 53606.3346 | 0 | 4100507 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.17, I.No. 2.4.2 | RCC Column 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 ggregates 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 | Cum | 11286.56 | 11286.56 | 1.01 | False | None | None | False | None | False | 11399.4256 | 0 | 4100508 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.9 I.No. 5.20 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
| Cum | 6948.9 | 6948.9 | 12.37 | False | None | None | False | None | False | 85957.893 | 0 | 4100509 | 159766 | None | PWD SR2023-24 Vol-01 P.No.7 I.No. 5.4 | 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 | 9.96 | False | None | None | False | None | False | 66816.162 | 0 | 4100510 | 159766 | None | Common SR 2023-24 v-1Page No. 7,Item No. 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. | Cum | 279.3 | 279.3 | 34.58 | False | None | None | False | None | False | 9658.194 | 0 | 4100511 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1 | Plinth beam 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 ggregates 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 | Cum | 10442.25 | 10442.25 | 3.64 | False | None | None | False | None | False | 38009.79 | 0 | 4100512 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1 | RCC column plinth to beam 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 ggregates 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 | Cum | 11834.55 | 11834.55 | 3.28 | False | None | None | False | None | False | 38817.324 | 0 | 4100513 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1 | 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 ggregates 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 | Cum | 11138.4 | 11138.4 | 4.17 | False | None | None | False | None | False | 46447.128 | 0 | 4100514 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1 | Rcc Chajja 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 ggregates 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 | Cum | 10094.18 | 10094.18 | 0.16 | False | None | None | False | None | False | 1615.0688 | 0 | 4100515 | 159766 | None | PWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1 | RCC Roof 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 ggregates 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 | Cum | 10442.25 | 10442.25 | 10.02 | False | None | None | False | None | False | 104631.345 | 0 | 4100516 | 159766 | None | PWD SR 2023-24 Vol-02 P.No.13, I.No. 6.8 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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 | 21.98 | False | None | None | False | None | False | 183916.551 | 0 | 4100517 | 159766 | None | PWD SR-2023-24 Vol-01 P.No.18, I.No. 2.11a | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Cum | 93.92 | 93.92 | 2765.7 | False | None | None | False | None | False | 259754.544 | 0 | 4100518 | 159766 | None | CSR 2023-24 Vol 2 Sl.no-12.13.1, Pg.no: 100 | Providing Salwood 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 | 103755.75 | 103755.75 | 0.06 | False | None | None | False | None | False | 6225.345 | 0 | 4100519 | 159766 | None | CSR 2023-24 Volume-2 Sl.no-12.51, Pg.no: 104 | 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. | Nos | 1066.8 | 1066.8 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 | 4100520 | 159766 | None | CSR 2023-24 Volume-II Sl.no-12.57.5 P.No 105 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick one side teak and one side commercial | Sqm | 4091.85 | 4091.85 | 2.52 | False | None | None | False | None | False | 10311.462 | 0 | 4100521 | 159766 | None | Building 2023-2024 PWD SR (Vol-2) Sl No.12.87 | Providing & fixing of 2.5 track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Cum | 6947.34 | 6947.34 | 7.2 | False | None | None | False | None | False | 50020.848 | 0 | 4100522 | 159766 | None | PWD SR 2023-24 Vol-02 P.No.85, I.No.11.34A | 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 openings /wooden frames with rawl plugs screws etc. | Kgs | 176.4 | 176.4 | 262.8 | False | None | None | False | None | False | 46357.92 | 0 | 4100523 | 159766 | None | PWD SR 2023-24 Vol-02 P.No.41, I.No.8.2.2 | Inside Plastering Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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 | 292.95 | 292.95 | 84.96 | False | None | None | False | None | False | 24889.032 | 0 | 4100524 | 159766 | None | Common SR 2023-24 V-2, Pg-42 I No.8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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 | 389.55 | 389.55 | 197.12 | False | None | None | False | None | False | 76788.096 | 0 | 4100525 | 159766 | None | Common v-2 SR 2023-24 Page No. 63, Item No. 9.36 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications
| Sqm | 1732.5 | 1732.5 | 70.08 | False | None | None | False | None | False | 121413.6 | 0 | 4100526 | 159766 | None | Ele SR23-24, Chapter - 1 P.No. 2, I.No. 1.2.1 | Supplying heavy gauge PVC conduit pipe19/20 mm dia 2 mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junctionboxes, adhesive paste etc., and running before concreting the slab. Theconduit should be tied to the reinforcement rods by using bindingwires and unused ways of junction boxes and pipe ends should becovered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary | Mtr | 66.0 | 66.0 | 45.0 | False | None | None | False | None | False | 2970.0 | 0 | 4100527 | 159766 | None | Vol-01 P.No.7, I.No. 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 bour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 53.14 | False | None | None | False | None | False | 26447.778 | 0 |
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