| 1722684335000 | 0 | None | None | Other Works | Improvements to Public Toilet, Replacing UGD Pipe line and construction of RCC CD at Kalaigar galli in ward no.6, Belagavi. | 1584318.43 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3682791 | 134981 | None | P.No.135, Sl.No.15.1, Vol-3 2023-24 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead. | Cum | 250.27 | 250.27 | 12.4 | False | None | None | False | None | False | 3103.348 | 0 | | 3682792 | 134981 | None | P.No.5, Sl.No.1.4.1, Vol-1 2023-24 | 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. In all kinds of soils Depth upto 1.5 m | Cum | 299.83 | 299.83 | 134.87 | False | None | None | False | None | False | 40438.0721 | 0 | | 3682793 | 134981 | None | P.No.5, Sl.No.1.1b, Vol-3, 2023-24 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 10 m3) | Cum | 147.44 | 147.44 | 40.46 | False | None | None | False | None | False | 5965.4224 | 0 | | 3682794 | 134981 | None | P.No.106, I.No.9.16.7 Vol-4, 2023-24 | Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. | Mtr | 1860.98 | 1860.98 | 62.0 | False | None | None | False | None | False | 115380.76 | 0 | | 3682795 | 134981 | None | P.No.7, I.No.1.10, Vol-1 2023-24 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 198.24 | 198.24 | 94.41 | False | None | None | False | None | False | 18715.8384 | 0 | | 3682796 | 134981 | None | P.No.201, I.No.16.40, Vol-4 2023-24 | 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 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.0M depth & Medium duty SFRC cover & frame (P.No. 201, I.No.16.40.1) | Nos | 30168.41 | 30168.41 | 3.0 | False | None | None | False | None | False | 90505.23 | 0 | | 3682797 | 134981 | None | P.No. 201, I.No.16.40.2 | 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 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0m depth & Medium duty SFRC cover & frame | Nos | 57557.74 | 57557.74 | 6.0 | False | None | None | False | None | False | 345346.44 | 0 | | 3682798 | 134981 | None | P.No.114, I.No.10.2.2, Vol-4 2023-24 | 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. | Mtr | 356.83 | 356.83 | 31.0 | False | None | None | False | None | False | 11061.73 | 0 | | 3682799 | 134981 | None | P.No.26, Sl.No.4.17, Vol-3, 2023-24 | Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 41.68 | False | None | None | False | None | False | 132150.608 | 0 | | 3682800 | 134981 | None | P.No.5, Sl.No.1.4ia, Vol-3, 2023-24 | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road. Taking output 10 t load and lead 10 km = 100 t.km | T.Km | 14.86 | 14.86 | 76.87 | False | None | None | False | None | False | 1142.2882 | 0 | | 3682801 | 134981 | None | P.No.51, Sl No.6.6, Vol-3, 2023-24 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver. Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) | Cum | 8392.98 | 8392.98 | 35.48 | False | None | None | False | None | False | 297782.9304 | 0 | | 3682802 | 134981 | None | P.No.15,I.No.2.1.4,Vol1SR2023-24 | 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 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7702.86 | 7702.86 | 2.12 | False | None | None | False | None | False | 16330.0632 | 0 | | 3682803 | 134981 | None | P.No.16,I.No.2.4.2Vol1SR2023-24 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10576.16 | 10576.16 | 9.86 | False | None | None | False | None | False | 104280.9376 | 0 | | 3682804 | 134981 | None | P.No.18,I.No.2.11h,Vol1SR2023-24 | 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. All other type of structures | Tonne | 97894.62 | 97894.62 | 0.66 | False | None | None | False | None | False | 64610.4492 | 0 | | 3682805 | 134981 | None | P.No.187,I.No.16.1.2,Vol5SR2023-24 | 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.150 mm dia. pipes | Mtr | 719.85 | 719.85 | 4.5 | False | None | None | False | None | False | 3239.325 | 0 | | 3682806 | 134981 | None | P.No.187Sl.No.19.7.3SRVol2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar | Cum | 1274.93 | 1274.93 | 1.4 | False | None | None | False | None | False | 1784.902 | 0 | | 3682807 | 134981 | None | P.No.189Sl.No.19.22.1SRVol2 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge. For thickness of tiles 10 mm to 25 mm | Sqm | 59.47 | 59.47 | 24.0 | False | None | None | False | None | False | 1427.28 | 0 | | 3682808 | 134981 | None | P.No.188Sl.No.19.13.1SRVol2 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below | Sqm | 116.46 | 116.46 | 11.52 | False | None | None | False | None | False | 1341.6192 | 0 | | 3682809 | 134981 | None | P.No.13Sl.No.6.5SRVol2 | 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 | 13600.5 | 13600.5 | 2.21 | False | None | None | False | None | False | 30057.105 | 0 | | 3682810 | 134981 | None | P.No.41,Sl.No.8.1.2,SRVol2 | 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. | Sqm | 298.59 | 298.59 | 19.2 | False | None | None | False | None | False | 5732.928 | 0 | | 3682811 | 134981 | None | P.No.51,Sl.No.8.55.2,SRVol2 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge. | Sqm | 65.66 | 65.66 | 127.84 | False | None | None | False | None | False | 8393.9744 | 0 | | 3682812 | 134981 | None | P.No.48,Sl.No.8.39,SRVol2 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. | Sqm | 157.35 | 157.35 | 127.84 | False | None | None | False | None | False | 20115.624 | 0 | | 3682813 | 134981 | None | P.No.44,Sl.No.8.21,SRVol2 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 32.21 | 32.21 | 42.0 | False | None | None | False | None | False | 1352.82 | 0 | | 3682814 | 134981 | None | P.No.45,Sl.No.8.29,SRVol2 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 350.63 | 350.63 | 127.84 | False | None | None | False | None | False | 44824.5392 | 0 | | 3682815 | 134981 | None | I.No.12.54,Vol-2,SR2023-24 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. | m | 394.0 | 394.0 | 41.6 | False | None | None | False | None | False | 16390.4 | 0 | | 3682816 | 134981 | None | I.No.12.55.1,Vol-2,SR2023-24 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. -do- with both side prelam | Sqm | 2931.47 | 2931.47 | 11.52 | False | None | None | False | None | False | 33770.5344 | 0 | | 3682817 | 134981 | None | P.No60,I.No.9.12.2,Vol-2,SR2023-24 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | Sqm | 1418.65 | 1418.65 | 68.8 | False | None | None | False | None | False | 97603.12 | 0 | | 3682818 | 134981 | None | I.No.14.1.1,Vol-2,SR2023-24 | 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 | Each | 6051.27 | 6051.27 | 8.0 | False | None | None | False | None | False | 48410.16 | 0 | | 3682819 | 134981 | None | I.No.14.7.1,Vol-2,SR2023-24 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3818.59 | 3818.59 | 2.0 | False | None | None | False | None | False | 7637.18 | 0 | | 3682820 | 134981 | None | I.No.13.59,Vol-2,SR2023-24 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap | Each | 272.58 | 272.58 | 2.0 | False | None | None | False | None | False | 545.16 | 0 | | 3682821 | 134981 | None | I.No.13.17.1,Vol-2,SR2023-24 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 g | Each | 195.76 | 195.76 | 2.0 | False | None | None | False | None | False | 391.52 | 0 | | 3682822 | 134981 | None | I.No.13.20.2,Vol-2,SR2023-24 | Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 107 mm long, weighing not less than 110 g | Each | 329.57 | 329.57 | 2.0 | False | None | None | False | None | False | 659.14 | 0 | | 3682823 | 134981 | None | I.No.13.33.4,Vol-2,SR2023-24 | 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 32 mm nominal dia Pipes | m | 460.9 | 460.9 | 30.0 | False | None | None | False | None | False | 13827.0 | 0 |
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