tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1706791840000 | 0 | None | None | Other Works | Improvements (Beautification) to Kanaka Durgamma Temple Premises in Ballari Town (Block-3), Under 8443 Deposit Contribution Works for the year 2023-24. | 1754661.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383790 | 70899 | None | IC 3.7 | 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. ( SR 2023-24 / Item No : 3.7 / MORTH 305.3.4 , Page No : 17, Vol 3 ) | Cum | 110.25 | 110.25 | 117.67 | False | None | None | False | None | False | 12973.1175 | 0 | 2383791 | 70899 | None | IC 4.1.A.(v) | A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) | Cum | 2611.35 | 2611.35 | 49.5 | False | None | None | False | None | False | 129261.825 | 0 | 2383792 | 70899 | None | IC 4.27 | 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 (COMMON SR 2023-24, Vol-3 Sl.No.4.27 ,P.No - 26.) | Cum | 2686.95 | 2686.95 | 95.86 | False | None | None | False | None | False | 257571.027 | 0 | 2383793 | 70899 | None | IC 6.8.2 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (SR 2023-24 , Vol-2, Sl.No. 6.8.2 ,P.No - 51) | Sqm | 1219.05 | 1219.05 | 426.0 | False | None | None | False | None | False | 519315.3 | 0 | 2383794 | 70899 | None | IC 2.1.3 | 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. (Common 2023-2024 PWD SR (Vol-1) Sl No. 2.1.3 P.No-15) | Cum | 6288.45 | 6288.45 | 1.17 | False | None | None | False | None | False | 7357.4865 | 0 | 2383795 | 70899 | None | IC 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated 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 ( SR 2023-24 / Item No : 1.4.1 , Page No : 8 Vol 1 ) | Cum | 254.1 | 254.1 | 342.45 | False | None | None | False | None | False | 87016.545 | 0 | 2383796 | 70899 | None | IC 8.42.3 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone ( SR 2023-24 PWD SR (Vol-3) Sl No. 8.42.3 P.No-74) | Mtr | 486.15 | 486.15 | 78.0 | False | None | None | False | None | False | 37919.7 | 0 | 2383797 | 70899 | None | IC 22.6 | Turfing of grassed outlet, water way, terrace batter, outlet portion of nala bund, sodded earthen check, and such other works with watering for 15 days, inclusive of 0.5 km lead. 409 ( SR 2021-2022 PWD SR (Vol-8) Sl No. 22.6 P.No-66) | Sqm | 21.74 | 21.74 | 600.0 | False | None | None | False | None | False | 13044.0 | 0 | 2383798 | 70899 | None | IC 2.4.1 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (Common SR 2023-24 Volume-3 Page No. 148 Item No. 16.27) | Cum | 6692.7 | 6692.7 | 41.63 | False | None | None | False | None | False | 278617.101 | 0 | 2383799 | 70899 | None | IC 11.34B | 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. (PWD SR 2023-24 Ballari Circle Item No.11.34B, Page No.86 Vol 2) | Kgs | 192.15 | 192.15 | 2142.0 | False | None | None | False | None | False | 411585.3 | 0 |
| 1706791840000 | 0 | None | None | Other Works | Construction of Shops | 3566338.79 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383800 | 70900 | None | IC 2.1.a.i | Cutting of Trees, excluding removal of stumps and roots of trees. (i)Girth from 300 mm to 600 mm ( SR 2023-24 / Item No : 2.1 a (i) , Page No : 7 Vol 3 ) | Each | 624.75 | 624.75 | 3.0 | False | None | None | False | None | False | 1874.25 | 0 | 2383801 | 70900 | None | IC 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 1.5 m 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 | 150.74 | False | None | None | False | None | False | 16144.254 | 0 | 2383802 | 70900 | None | IC 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately) ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 14.43 | False | None | None | False | None | False | 90742.3335 | 0 | 2383803 | 70900 | None | IC 5.1.1 | 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) ( SR 2023-24 / Item No : 5.1.1 , Page No :9 Vol 2) | Cum | 5891.55 | 5891.55 | 20.86 | False | None | None | False | None | False | 122897.733 | 0 | 2383804 | 70900 | None | IC 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.)( SR 2023-24 , Item No : 6.32 , Page No : 17 , Vol 2 ) | Sqm | 1375.5 | 1375.5 | 32.53 | False | None | None | False | None | False | 44745.015 | 0 | 2383805 | 70900 | None | IC 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ( SR 2023-24 , Item No : 5.4 , Page No : 9 , Vol 2 ) | Cum | 6708.45 | 6708.45 | 8.5 | False | None | None | False | None | False | 57021.825 | 0 | 2383806 | 70900 | None | IC 8.3.1 | 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.(COMMON SR, Vol-2, 2023-24, SL.No. 8.8, P. No.42). | Sqm | 389.55 | 389.55 | 67.1 | False | None | None | False | None | False | 26138.805 | 0 | 2383807 | 70900 | None | IC 2.4.3 | 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 | 26.99 | False | None | None | False | None | False | 179559.072 | 0 | 2383808 | 70900 | None | IC 2.4.3 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 8% | Cum | 532.22 | 532.22 | 15.32 | False | None | None | False | None | False | 8153.6104 | 0 | 2383809 | 70900 | None | IC 2.4.3 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 8% | Cum | 532.22 | 532.22 | 3.42 | False | None | None | False | None | False | 1820.1924 | 0 | 2383810 | 70900 | None | IC 2.4.3 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 50% | Cum | 3326.4 | 3326.4 | 8.25 | False | None | None | False | None | False | 27442.8 | 0 | 2383811 | 70900 | None | IC 2.5.2 | 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 | 44.86 | False | None | None | False | None | False | 322325.829 | 0 | 2383812 | 70900 | None | IC 2.5.2 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 70% | Cum | 574.81 | 574.81 | 5.16 | False | None | None | False | None | False | 2966.0196 | 0 | 2383813 | 70900 | None | IC 2.5.2 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 60% | Cum | 4311.08 | 4311.08 | 4.12 | False | None | None | False | None | False | 17761.6496 | 0 | 2383814 | 70900 | None | IC 2.5.2 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 60% | Cum | 4311.08 | 4311.08 | 6.32 | False | None | None | False | None | False | 27246.0256 | 0 | 2383815 | 70900 | None | IC 2.5.2 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 50% | Cum | 3592.57 | 3592.57 | 29.26 | False | None | None | False | None | False | 105118.5982 | 0 | 2383816 | 70900 | None | IC 2.11 a | 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 ) | Tonne | 93929.85 | 93929.85 | 6.61 | False | None | None | False | None | False | 620876.3085 | 0 | 2383817 | 70900 | None | IC 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 | 50.67 | False | None | None | False | None | False | 14152.131 | 0 | 2383818 | 70900 | None | IC 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 | 93.5 | False | None | None | False | None | False | 46534.95 | 0 | 2383819 | 70900 | None | IC 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately) ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 9.7 | False | None | None | False | None | False | 60997.965 | 0 | 2383820 | 70900 | None | IC 6.25 | Providing Brick work with Non Modular fly ash bricks conforming to IS:12894, class designation 5.0 average compressive strength in super structure above plinth level up to floor I level 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. 6.25, Pg. No. 16). | Cum | 8008.35 | 8008.35 | 77.33 | False | None | None | False | None | False | 619285.7055 | 0 | 2383821 | 70900 | None | IC 912.2 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) 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 m (PWD SR 2023-24 Ballari Circle Item No.9.12.2, Page No.60 Vol 2) | Sqm | 1202.25 | 1202.25 | 120.54 | False | None | None | False | None | False | 144919.215 | 0 | 2383822 | 70900 | None | IC 11.6.3 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation com plete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover 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.11.6.3, Page No.78 Vol 2) | Sqm | 2388.75 | 2388.75 | 63.0 | False | None | None | False | None | False | 150491.25 | 0 | 2383823 | 70900 | None | IC 12.93.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (PWD SR 2023-24 Ballari Circle Item No.12.93.1., Page No.111 Vol 2) | Sqm | 737.1 | 737.1 | 11.4 | False | None | None | False | None | False | 8402.94 | 0 | 2383824 | 70900 | None | IC 12.94.1 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size 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) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (PWD SR 2023-24 Ballari Circle Item No.12.94.1., Page No.112 Vol 2) | Sqm | 3659.25 | 3659.25 | 3.15 | False | None | None | False | None | False | 11526.6375 | 0 | 2383825 | 70900 | None | IC 12.85 | Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (PWD SR 2023-24 Ballari Circle Item No.12.85, Page No.109 Vol 2) | Sqm | 6004.95 | 6004.95 | 11.7 | False | None | None | False | None | False | 70257.915 | 0 | 2383826 | 70900 | None | IC 11.34B | 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. (PWD SR 2023-24 Ballari Circle Item No.11.34B, Page No.85 Vol 2) | Kgs | 192.15 | 192.15 | 245.7 | False | None | None | False | None | False | 47211.255 | 0 | 2383827 | 70900 | None | IC 8.1.2 | Providing 12 mm cement plaster with cement mortar 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. (PWD SR 2023-24 Ballari Circle Item No.8.1.2, Page No.41 Vol 2) | Sqm | 253.05 | 253.05 | 494.62 | False | None | None | False | None | False | 125163.591 | 0 | 2383828 | 70900 | None | IC 8.9 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. (PWD SR 2023-24 Ballari Circle Item No.8.9, Page No.42 Vol 2) | Sqm | 404.25 | 404.25 | 304.51 | False | None | None | False | None | False | 123098.1675 | 0 | 2383829 | 70900 | None | IC 9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (PWD SR 2023-24 Ballari Circle Item No.9.11, Page No.60 Vol 2) | Sqm | 933.45 | 933.45 | 7.0 | False | None | None | False | None | False | 6534.15 | 0 | 2383830 | 70900 | None | IC 10.14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. (PWD SR 2023-24 Ballari Circle Item No.10.14, Page No.71 Vol 2) | Sqm | 1161.3 | 1161.3 | 21.15 | False | None | None | False | None | False | 24561.495 | 0 | 2383831 | 70900 | None | IC 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 | 494.62 | False | None | None | False | None | False | 51935.1 | 0 | 2383832 | 70900 | None | IC 8.54.2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (SR 2023-24 Ballari Circle Item No.8.54.2, Page No.50 Vol 2) | Sqm | 115.5 | 115.5 | 494.62 | False | None | None | False | None | False | 57128.61 | 0 | 2383833 | 70900 | None | IC 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 | 799.13 | False | None | None | False | None | False | 44471.5845 | 0 | 2383834 | 70900 | None | IC 8.28 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/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 Ballari Circle Item No.8.28, Page No.45 Vol 2) | Sqm | 93.45 | 93.45 | 304.51 | False | None | None | False | None | False | 28456.4595 | 0 | 2383835 | 70900 | None | IC 8.41 | 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. (PWD SR 2023-24 Ballari Circle Item No.8.41, Page No.48 vol 2) | Sqm | 175.35 | 175.35 | 137.7 | False | None | None | False | None | False | 24145.695 | 0 | 2383836 | 70900 | None | IC 10.20 | Providing and fixing of clay tiles for cladding tiles of size 230x75x10mm thick on 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) & jointed with Adhesive/cement slurry over rough plaster surface exclud ing cost of rough plastered surface and the surface is painted with red apex paint and black apex paint into the groves. The work includes cost of all materials, labour charges for all items of work, usage charges for equipment, etc., complete as per specification. (PWD SR 2023-24 Ballari Circle Item No.10.20, Page No.72 vol 2) | Sqm | 1997.1 | 1997.1 | 81.0 | False | None | None | False | None | False | 161765.1 | 0 | 2383837 | 70900 | None | IC 8.29 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/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 | 75.6 | False | None | None | False | None | False | 22464.54 | 0 | 2383838 | 70900 | None | IC 31 | Column Art Work | LS | 50000.0 | 50000.0 | 1.0 | False | None | None | False | None | False | 50000.0 | 0 |
| 1706791840000 | 0 | None | None | Other Works | Electrification Work for Shops | 216949.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383839 | 70901 | None | IC 1.2.2 | Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary. PWD Ele SR 2 23-24, (Page No- 2 Vol-6) 25 mm dia 2 mm thick | Mtr | 81.9 | 81.9 | 180.0 | False | None | None | False | None | False | 14742.0 | 0 | 2383840 | 70901 | None | IC 1.3.2 | 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 up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. PWD Ele SR 2 23-24, (Page No- 2 Vol-6) 25 mm dia 2 mm thick | Mtr | 82.95 | 82.95 | 30.0 | False | None | None | False | None | False | 2488.5 | 0 | 2383841 | 70901 | None | IC 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box PWD Ele SR 2 23-24, (Page No- 3 Vol-6) 25 mm deep Junction box | Each | 58.8 | 58.8 | 26.0 | False | None | None | False | None | False | 1528.8 | 0 | 2383842 | 70901 | None | IC 3.4.3 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall PWD Ele SR 2 23-24, (Page No- 8 Vol-6) 4-5 Way | Each | 185.85 | 185.85 | 16.0 | False | None | None | False | None | False | 2973.6 | 0 | 2383843 | 70901 | None | IC 3.4.5 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall PWD Ele SR 2 23-24, (Page No- 8 Vol-6) Way | Each | 274.05 | 274.05 | 12.0 | False | None | None | False | None | False | 3288.6 | 0 | 2383844 | 70901 | None | IC 3.5.3 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. PWD Ele SR 2 23-24, (Page No- 8 Vol-6) 4 Module | Each | 183.75 | 183.75 | 16.0 | False | None | None | False | None | False | 2940.0 | 0 | 2383845 | 70901 | None | IC 3.5.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. PWD Ele SR 2 23-24, (Page No- 8 Vol-6) 8 Module | Each | 298.2 | 298.2 | 12.0 | False | None | None | False | None | False | 3578.4 | 0 | 2383846 | 70901 | None | IC 1.7.1 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. PWD Ele SR 2 23-24, (Page No- 3 Vol-6) upto 50mm Conduit in Brick Walls | Mtr | 30.45 | 30.45 | 180.0 | False | None | None | False | None | False | 5481.0 | 0 | 2383847 | 70901 | None | IC 1.13 | Supplying And Fixing Metal Fan Box with Round Hook. PWD Ele SR 2 23-24, (Page No- 4 Vol-6) Metal Fan Box with Round Hook. | No | 122.85 | 122.85 | 12.0 | False | None | None | False | None | False | 1474.2 | 0 | 2383848 | 70901 | None | IC 2.2.1 | Point wiring Copper without switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing usingf 1100v Grade , COPPER conductor flexible multistrand FRLS PVC insulated., 2x1.5 Sqm. Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood /PVC round block. Complete for each outlet(5/2.3) Group PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | Point | 282.45 | 282.45 | 36.0 | False | None | None | False | None | False | 10168.2 | 0 | 2383849 | 70901 | None | IC 2.3.1 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. PWD Ele SR 2 23-24, (Page No- 5 Vol-6) 1.0 Sqmm | Mtr | 19.95 | 19.95 | 180.0 | False | None | None | False | None | False | 3591.0 | 0 | 2383850 | 70901 | None | IC 2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. PWD Ele SR 2 23-24, (Page No- 5 Vol-6) 1.5 Sqmm | Mtr | 27.3 | 27.3 | 100.0 | False | None | None | False | None | False | 2730.0 | 0 | 2383851 | 70901 | None | IC 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. PWD Ele SR 2 23-24, (Page No- 5 Vol-6) 2.5 Sqmm | Mtr | 44.1 | 44.1 | 80.0 | False | None | None | False | None | False | 3528.0 | 0 | 2383852 | 70901 | None | IC 3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele SR 2 23-24, (Page No- 9 Vol-6) 6A Two Way Switch | Each | 174.3 | 174.3 | 168.0 | False | None | None | False | None | False | 29282.4 | 0 | 2383853 | 70901 | None | IC 3.6.4 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele SR 2 23-24, (Page No- 9 Vol-6) Stepped Fan Regulator Two Module | Each | 374.85 | 374.85 | 12.0 | False | None | None | False | None | False | 4498.2 | 0 | 2383854 | 70901 | None | IC 3.6.9 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele SR 2 23-24, (Page No- 9 Vol-6) 32A DP Switch | Each | 342.3 | 342.3 | 28.0 | False | None | None | False | None | False | 9584.4 | 0 | 2383855 | 70901 | None | IC 3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele SR 2 23-24, (Page No- 9 Vol-6) TV/Telephone Socket | Each | 163.8 | 163.8 | 12.0 | False | None | None | False | None | False | 1965.6 | 0 | 2383856 | 70901 | None | IC 3.6.7 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele SR 2 23-24, (Page No- 9 Vol-6) 16A One Way Switch | Each | 189.0 | 189.0 | 12.0 | False | None | None | False | None | False | 2268.0 | 0 | 2383857 | 70901 | None | IC 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele SR 2 23-24, (Page No- 9 Vol-6) 6/16A Universal Socket | Each | 247.8 | 247.8 | 12.0 | False | None | None | False | None | False | 2973.6 | 0 | 2383858 | 70901 | None | IC 3.14.5 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. PWD Ele SR 2 23-24, (Page No- 10 Vol-6) 6A Bakelite Ceiling Rose | No | 81.9 | 81.9 | 30.0 | False | None | None | False | None | False | 2457.0 | 0 | 2383859 | 70901 | None | IC 3.14.6 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. PWD Ele SR 2 23-24, (Page No- 10 Vol-6) 6A Pendant Holder | No | 74.55 | 74.55 | 25.0 | False | None | None | False | None | False | 1863.75 | 0 | 2383860 | 70901 | None | IC 11.3.2 | Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. PWD Ele SR 2 23-24, (Page No- 43 Vol-6) LED light fighting 1 x4'- 20/22 w | Each | 724.5 | 724.5 | 12.0 | False | None | None | False | None | False | 8694.0 | 0 | 2383861 | 70901 | None | IC 11.5.2 | Supply of round/square recess/surface mounted rolling type LED Down light with .......W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition PWD Ele SR 2 23-24, (Page No- 44 Vol-6) LED square or round down light 10-12W | Each | 929.25 | 929.25 | 15.0 | False | None | None | False | None | False | 13938.75 | 0 | 2383862 | 70901 | None | IC 12.25.2 | Supplying of patty fitting, made out of CRCA Sheet metal body with locking type holder completely wired with HF Electronic Ballast, Operating voltage range from 180V to 265V, 50Hz AC power supply excluding Tube ELE SR 2022-23, (Page No- 41, Pwd Part-I ,) 1 x 4' Tube light fitting. | Each | 357.0 | 357.0 | 12.0 | False | None | None | False | None | False | 4284.0 | 0 | 2383863 | 70901 | None | IC 6.4.2 | Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power input 48 W +/- 10 %, Rated current As per IS:374/79, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated airdelivery 210 +/- 10% Cubic Meter Minimum, Rated servicevalue 4.2 CMM / W, Three Blades of blade leaf 1.05 mm thickAluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over andambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/1979 with latest amendment, 2 year manufacturer Warranty. PWD Ele SR 2 23-24, (Page No- 30 Vol-6) 56" Sweep 5 Star (1400 mm) | Each | 3941.7 | 3941.7 | 12.0 | False | None | None | False | None | False | 47300.4 | 0 | 2383864 | 70901 | None | IC 13.7.1 | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. PWD Ele SR 2 23-24, (Page No- 56 Vol-6) On wall / ceiling / Rafter / Girders | Each | 128.1 | 128.1 | 27.0 | False | None | None | False | None | False | 3458.7 | 0 | 2383865 | 70901 | None | IC 13.11 | Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. PWD Ele SR 2 23-24, (Page No- 57 Vol-6) Ceiling Fan | Each | 330.75 | 330.75 | 12.0 | False | None | None | False | None | False | 3969.0 | 0 | 2383866 | 70901 | None | IC 5.19.12 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. PWD Ele SR 2 23-24, (Page No- 18 Vol-6) 6 Way TP & N | Each | 5187.0 | 5187.0 | 3.0 | False | None | None | False | None | False | 15561.0 | 0 | 2383867 | 70901 | None | IC 5.18.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. PWD Ele SR 2 23-24, (Page No- 17 Vol-6) 6-32 A SP | Each | 433.65 | 433.65 | 2.0 | False | None | None | False | None | False | 867.3 | 0 | 2383868 | 70901 | None | IC 5.18.4 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. PWD Ele SR 2 23-24, (Page No- 17 Vol-6) 6-32 A DP | Each | 775.95 | 775.95 | 2.0 | False | None | None | False | None | False | 1551.9 | 0 | 2383869 | 70901 | None | IC 32.14 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound PWD Ele SR 2-23-24, (Page No- 13, Vol-6 ,) For LT Panel 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) | Mtr | 391.87 | 391.87 | 10.0 | False | None | None | False | None | False | 3918.7 | 0 |
| 1706791840000 | 0 | None | None | Other Works | Water Supply Work for Shops Toilets | 98881.84 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383870 | 70902 | None | IC 1.14.1 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests ( SR 2023-24 / Item No : 14.1.1 , Page No : 131 Vol 2) | Cum | 5128.2 | 5128.2 | 4.0 | False | None | None | False | None | False | 20512.8 | 0 | 2383871 | 70902 | None | IC 14.25.1 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm. ( SR 2023-24 / Item No : 14.25.1 , Page No : 135 Vol 2) | Each | 1035.3 | 1035.3 | 2.0 | False | None | None | False | None | False | 2070.6 | 0 | 2383872 | 70902 | None | IC 14.28.1.1 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia ( SR 2023-24 / Item No : 14.28.1.1 , Page No : 136 Vol 2) | Nos | 79.8 | 79.8 | 2.0 | False | None | None | False | None | False | 159.6 | 0 | 2383873 | 70902 | None | IC 13.17.4 | Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 90 mm long, weighing not less than 93 g ( SR 2023-24 / Item No : 13.17.4 , Page No : 120 Vol 2) | Nos | 254.1 | 254.1 | 10.0 | False | None | None | False | None | False | 2541.0 | 0 | 2383874 | 70902 | None | IC 13.22.2 | Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid ( SR 2023-24/ Item No : 13.22.2 , Page No : 120 Vol 2) | Nos | 212.1 | 212.1 | 4.0 | False | None | None | False | None | False | 848.4 | 0 | 2383875 | 70902 | None | IC 13.6.11 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal (SR 2023-24 / Item No : 13.6.1.1 , Page No : 117 Vol 2) | Nos | 651.0 | 651.0 | 2.0 | False | None | None | False | None | False | 1302.0 | 0 | 2383876 | 70902 | None | IC 13.5.3 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore ( SR 2023-24 / Item No : 13.5.3 , Page No : 117 Vol 2) | Nos | 348.6 | 348.6 | 2.0 | False | None | None | False | None | False | 697.2 | 0 | 2383877 | 70902 | None | IC 14.38 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 g. (SR 2023-24 / Item No : 14.38 , Page No : 137 Vol 2) | Each | 152.25 | 152.25 | 4.0 | False | None | None | False | None | False | 609.0 | 0 | 2383878 | 70902 | None | IC 13.33.6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (SR 2023-24 / Item No : 13.33.6 , Page No : 123 Vol 2) CPVC 50mm dia. pipes | Mtr | 757.05 | 757.05 | 15.0 | False | None | None | False | None | False | 11355.75 | 0 | 2383879 | 70902 | None | IC 13.32.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (SR 2023-24 / Item No : 13.32.3 , Page No : 122 Vol 2) CPVC 25mm dia. pipes | Mtr | 500.85 | 500.85 | 20.0 | False | None | None | False | None | False | 10017.0 | 0 | 2383880 | 70902 | None | IC 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. ( SR 2023-24 / Item No : 13.34 , Page No : 123 Vol 2) | Ltr | 9.45 | 9.45 | 500.0 | False | None | None | False | None | False | 4725.0 | 0 | 2383881 | 70902 | None | IC 1.15.2 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No : 9 Vol 1 ) | Cum | 446.25 | 446.25 | 9.612 | False | None | None | False | None | False | 4289.355 | 0 | 2383882 | 70902 | None | IC 16.9 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. ( SR 2023-24 / Item No : 16.9 , Page No : 191 Vol 5) | Nos | 5726.7 | 5726.7 | 2.0 | False | None | None | False | None | False | 11453.4 | 0 | 2383883 | 70902 | None | IC 7.3 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (PWD SR 2023-24 Ballari Circle Item No.7.3 Page No.85 Vol 5) | Each | 2247.0 | 2247.0 | 2.0 | False | None | None | False | None | False | 4494.0 | 0 | 2383884 | 70902 | None | IC 10.2.2 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Pipes of SN4, 110mm dia. ( SR 2023-24 / Item No : 10.2.2 , Page No : 114 Vol 5) | Mtr | 302.4 | 302.4 | 46.0 | False | None | None | False | None | False | 13910.4 | 0 | 2383885 | 70902 | None | IC 10.2.1 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Pipes of SN 4, 75mm dia. ( SR 2023-24 / Item No : 10.2.1 , Page No : 114 Vol 5) | Mtr | 227.85 | 227.85 | 35.0 | False | None | None | False | None | False | 7974.75 | 0 | 2383886 | 70902 | None | IC 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 | 6.88 | False | None | None | False | None | False | 1921.584 | 0 |
| 1706791840000 | 0 | None | None | Other Works | Vehicle Pooja Shed | 618368.13 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383887 | 70903 | None | IC 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 | 24.3 | False | None | None | False | None | False | 2602.53 | 0 | 2383888 | 70903 | None | IC 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 | 1.35 | False | None | None | False | None | False | 8489.4075 | 0 | 2383889 | 70903 | None | IC 2.4.3 | 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 | 4.84 | False | None | None | False | None | False | 32199.552 | 0 | 2383890 | 70903 | None | IC 2.4.3 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 8percent | Cum | 532.22 | 532.22 | 2.59 | False | None | None | False | None | False | 1378.4498 | 0 | 2383891 | 70903 | None | IC 2.4.3 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 70percent | Cum | 4656.96 | 4656.96 | 2.25 | False | None | None | False | None | False | 10478.16 | 0 | 2383892 | 70903 | None | IC 2.11a | 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 ) | Tonne | 93929.85 | 93929.85 | 0.53 | False | None | None | False | None | False | 49782.8205 | 0 | 2383893 | 70903 | None | IC 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 | 10.97 | False | None | None | False | None | False | 3063.921 | 0 | 2383894 | 70903 | None | IC 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 | 6.0 | False | None | None | False | None | False | 37730.7 | 0 | 2383895 | 70903 | None | IC 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 | 4.86 | False | None | None | False | None | False | 270.459 | 0 | 2383896 | 70903 | None | IC 8.28 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/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 Ballari Circle Item No.8.28, Page No.45 Vol 2) | Sqm | 93.45 | 93.45 | 4.86 | False | None | None | False | None | False | 454.167 | 0 | 2383897 | 70903 | None | IC 11.16.2 | 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. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (COMMON SR 2023-24, Vol-2, Page No. 82. SL.No. 11.16.2) | Kg | 154.35 | 154.35 | 2374.0 | False | None | None | False | None | False | 366426.9 | 0 | 2383898 | 70903 | None | IC 7.33.1 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3percent ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick corrugated (2.5 or 4.2 or 6) or step-down (2 or 3 or 6 ) as specified(COMMON SR 2023-24, Vol-2, Page No. 26. SL.No. 7.33.1) | Sqm | 1110.9 | 1110.9 | 94.96 | False | None | None | False | None | False | 105491.064 | 0 |
| 1706791840000 | 0 | None | None | Other Works | Water Supply Work for Slaughter | 59963.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383899 | 70904 | None | IC 13.17.4 | Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 90 mm long, weighing not less than 93 g ( SR 2023-24 / Item No : 13.17.4 , Page No : 120 Vol 2) | Nos | 254.1 | 254.1 | 8.0 | False | None | None | False | None | False | 2032.8 | 0 | 2383900 | 70904 | None | IC 13.22.2 | Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid ( SR 2023-24/ Item No : 13.22.2 , Page No : 120 Vol 2) | Nos | 212.1 | 212.1 | 1.0 | False | None | None | False | None | False | 212.1 | 0 | 2383901 | 70904 | None | IC 13.6.1.1 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal (SR 2023-24 / Item No : 13.6.1.1 , Page No : 117 Vol 2) | Nos | 651.0 | 651.0 | 1.0 | False | None | None | False | None | False | 651.0 | 0 | 2383902 | 70904 | None | IC 13.5.3 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore ( SR 2023-24 / Item No : 13.5.3 , Page No : 117 Vol 2) | Nos | 348.6 | 348.6 | 1.0 | False | None | None | False | None | False | 348.6 | 0 | 2383903 | 70904 | None | IC 13.33.6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (SR 2023-24 / Item No : 13.33.6 , Page No : 123 Vol 2) | Mtr | 757.05 | 757.05 | 42.0 | False | None | None | False | None | False | 31796.1 | 0 | 2383904 | 70904 | None | IC 13.23.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (SR 2023-24 / Item No : 13.32.3 , Page No : 122 Vol 2) CPVC 25mm dia. pipes | Mtr | 500.85 | 500.85 | 25.0 | False | None | None | False | None | False | 12521.25 | 0 | 2383905 | 70904 | None | IC 1.15.2 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No : 9 Vol 1 ) | Cum | 446.25 | 446.25 | 2.02 | False | None | None | False | None | False | 901.425 | 0 | 2383906 | 70904 | None | IC 16.9 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. ( SR 2023-24 / Item No : 16.9 , Page No : 191 Vol 5) | Each | 5726.7 | 5726.7 | 1.0 | False | None | None | False | None | False | 5726.7 | 0 | 2383907 | 70904 | None | IC 7.3 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (PWD SR 2023-24 Ballari Circle Item No.7.3 Page No.85 Vol 5) | Each | 2247.0 | 2247.0 | 1.0 | False | None | None | False | None | False | 2247.0 | 0 | 2383908 | 70904 | None | IC 10.2.2 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Pipes of SN4, 110mm dia. ( SR 2023-24 / Item No : 10.2.2 , Page No : 114 Vol 5) | Mtr | 302.4 | 302.4 | 10.0 | False | None | None | False | None | False | 3024.0 | 0 | 2383909 | 70904 | None | IC 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 | 1.8 | False | None | None | False | None | False | 502.74 | 0 |
| 1706791840000 | 0 | None | None | Other Works | RCC Drain (0.60mx0.60m) 192 Length | 879669.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383910 | 70905 | None | IC 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated 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 ( SR 2021-22 / Item No : 1.4.1 , Page No : 5 Vol 1 ) | Cum | 254.1 | 254.1 | 192.0 | False | None | None | False | None | False | 48787.2 | 0 | 2383911 | 70905 | None | IC 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately) ( SR 2021-22 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 19.2 | False | None | None | False | None | False | 120738.24 | 0 | 2383912 | 70905 | None | IC 2.4.3 | 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 | 53.76 | False | None | None | False | None | False | 357654.528 | 0 | 2383913 | 70905 | None | IC 2.4.3 | Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2a cement concrete drain 35% P.N. 115 ( as per corringendum-3) | Cum | 2328.48 | 2328.48 | 53.76 | False | None | None | False | None | False | 125179.0848 | 0 | 2383914 | 70905 | None | IC 2.11a | 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 ) | Tonne | 93929.85 | 93929.85 | 2.42 | False | None | None | False | None | False | 227310.237 | 0 |
| 1706791840000 | 0 | None | None | Other Works | RCC Drain and Road Crossing (0.60mx0.60m) 90.00m Length | 197812.97 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383915 | 70906 | None | IC 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 1.5 m 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 2021-22 / Item No : 1.14.1 , Page No : 8 Vol 1 ) | Cum | 107.1 | 107.1 | 20.0 | False | None | None | False | None | False | 2142.0 | 0 | 2383916 | 70906 | None | IC 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately) ( SR 2021-22 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 2.0 | False | None | None | False | None | False | 12576.9 | 0 | 2383917 | 70906 | None | IC 2.4.3 | 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 | 9.2 | False | None | None | False | None | False | 61205.76 | 0 | 2383918 | 70906 | None | IC 2.4.3 | Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2a cement concrete drain 35% P.N. 115 ( as per corringendum-3) | Cum | 2328.48 | 2328.48 | 9.2 | False | None | None | False | None | False | 21422.016 | 0 | 2383919 | 70906 | None | IC 2.11a | 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 ) | Tonne | 93929.85 | 93929.85 | 0.74 | False | None | None | False | None | False | 69508.089 | 0 | 2383920 | 70906 | None | 7.27 | Excavation and removal of silt and silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with all lead and all lifts. (WRD SR 2021-22, SL.No. 7.27, Pg.No.92 ) | Cum | 286.65 | 286.65 | 108.0 | False | None | None | False | None | False | 30958.2 | 0 |
| 1706791840000 | 0 | None | None | Other Works | Under Ground Drain for Shops Toilets and Slaughter | 156865.72 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2383921 | 70907 | None | IC 1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. All kinds of soils. Depth upto 1.50 m | Cum | 254.1 | 254.1 | 36.0 | False | None | None | False | None | False | 9147.6 | 0 | 2383922 | 70907 | None | IC 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately) ( SR 2021-22 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 7.2 | False | None | None | False | None | False | 45276.84 | 0 | 2383923 | 70907 | None | IC 16.1.3 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect
linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring
water for testing. (PWD SR 2023-24 / Item No : 16.1.3 , Page No : 187 Vol 5 ) | Mtr | 714.0 | 714.0 | 60.0 | False | None | None | False | None | False | 42840.0 | 0 | 2383924 | 70907 | None | IC 16.40.1 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring,
strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia ( PWD SR 2023-24 / Item No : 16.40.1 , Page No : 201 Vol 5 ) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame | Each | 25566.45 | 25566.45 | 2.0 | False | None | None | False | None | False | 51132.9 | 0 | 2383925 | 70907 | None | IC 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 | 30.32 | False | None | None | False | None | False | 8468.376 | 0 |
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