1723274733000 | 0 | None | None | Buildings | Construction Of Toilet For persons with disability (pwd) Near Asha Deepa Institute (stage-2) In Ilkal City | 214305.87 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3743699 | 139830 | None | code01 | 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 aradius 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 Types of Soil Depth Upto 3Mtrs | Cum | 105.06 | 105.06 | 21.15 | False | None | None | False | None | False | 2222.019 | 0 | 3743700 | 139830 | None | code02 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 1.688 | False | None | None | False | None | False | 10412.71496 | 0 | 3743701 | 139830 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand :12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5779.33 | 5779.33 | 5.19 | False | None | None | False | None | False | 29994.7227 | 0 | 3743702 | 139830 | None | code04 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7191.99 | 7191.99 | 0.945 | False | None | None | False | None | False | 6796.43055 | 0 | 3743703 | 139830 | None | code05 | Form Work : As per recommendatin of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks consider 35% | Cum | 2266.46 | 2266.46 | 1.134 | False | None | None | False | None | False | 2570.16564 | 0 | 3743704 | 139830 | None | code06 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | MT | 92140.71 | 92140.71 | 0.066 | False | None | None | False | None | False | 6081.28686 | 0 | 3743705 | 139830 | None | code07 | 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. | Kg | 188.49 | 188.49 | 11.34 | False | None | None | False | None | False | 2137.4766 | 0 | 3743706 | 139830 | None | code08 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 8201.89 | 8201.89 | 5.96 | False | None | None | False | None | False | 48883.2644 | 0 | 3743707 | 139830 | None | code09 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7048.29 | 7048.29 | 1.134 | False | None | None | False | None | False | 7992.76086 | 0 | 3743708 | 139830 | None | code10 | Form Work : As per recommendatin of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks consider 35% | Cum | 2266.46 | 2266.46 | 0.91 | False | None | None | False | None | False | 2062.4786 | 0 | 3743709 | 139830 | None | code11 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | MT | 92140.71 | 92140.71 | 0.068 | False | None | None | False | None | False | 6265.56828 | 0 | 3743710 | 139830 | None | code12 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7048.29 | 7048.29 | 0.907 | False | None | None | False | None | False | 6392.79903 | 0 | 3743711 | 139830 | None | code13 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | MT | 92140.71 | 92140.71 | 0.054 | False | None | None | False | None | False | 4975.59834 | 0 | 3743712 | 139830 | None | code14 | Providing 15 mm cement plaster on rough side of single or half brick wallfinished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Sqm | 359.47 | 359.47 | 21.24 | False | None | None | False | None | False | 7635.1428 | 0 | 3743713 | 139830 | None | code15 | 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 | Sqm | 396.55 | 396.55 | 31.36 | False | None | None | False | None | False | 12435.808 | 0 | 3743714 | 139830 | None | code16 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 332.69 | 332.69 | 5.24 | False | None | None | False | None | False | 1743.2956 | 0 | 3743715 | 139830 | None | code17 | 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. | Sqm | 91.67 | 91.67 | 31.36 | False | None | None | False | None | False | 2874.7712 | 0 | 3743716 | 139830 | None | code18 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 141.11 | 141.11 | 26.48 | False | None | None | False | None | False | 3736.5928 | 0 | 3743717 | 139830 | None | code19 | Providing & fixing factory made PVC Door frame of size 50x47mm witha wall thickness of 5mm, made out of extruded 5mm rigid PVC foamsheet metered cut at corners & jointed 2 No.s of 150mm long bracketsof 15x15mm M.S Square tube, the entire door frame to be reinforced with19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to thewall using M.S. Screws of 65/80mm size complete as per manufacturersspecification & direction of Engineer-in-charge. | Nos | 327.54 | 327.54 | 6.6 | False | None | None | False | None | False | 2161.764 | 0 | 3743718 | 139830 | None | code20 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet 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 75 mm Aluminium hinges. | Sqm | 1635.64 | 1635.64 | 2.52 | False | None | None | False | None | False | 4121.8128 | 0 | 3743719 | 139830 | None | code21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 17.72 | False | None | None | False | None | False | 4854.9256 | 0 | 3743720 | 139830 | None | code22 | Providing & Fixing brass bib cock of approved quality pwd sr 2021-2 vol 2 pg no 115 i.no 13.21.1 | Nos | 314.15 | 314.15 | 1.0 | False | None | None | False | None | False | 314.15 | 0 | 3743721 | 139830 | None | code23 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. pwd sr 2023-24 vol 2 pg no 119 i.no 13.15 | Each | 746.75 | 746.75 | 1.0 | False | None | None | False | None | False | 746.75 | 0 | 3743722 | 139830 | None | code24 | Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore (PWD SR 2023-24 Vol:2 P.NO.116 I.No:13.8.2.2) | Nos | 113.3 | 113.3 | 1.0 | False | None | None | False | None | False | 113.3 | 0 | 3743723 | 139830 | None | code25 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 :W.C. pan with ISI marked white solid plastic seat and lid | Each | 4983.14 | 4983.14 | 1.0 | False | None | None | False | None | False | 4983.14 | 0 | 3743724 | 139830 | None | code26 | Constructing brick masonry chamber of internal dimension 600x450mm 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. | Each | 4933.7 | 4933.7 | 2.0 | False | None | None | False | None | False | 9867.4 | 0 | 3743725 | 139830 | None | code27 | Supplying lowering laying, jointing, testing and commissioning of following5 diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary surve works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 100 mm dia. pipes (This is for house service connection only) PWD SR 2023-24 vol-5 Page no-184 I.no-2.1 | Mtr | 381.1 | 381.1 | 1.0 | False | None | None | False | None | False | 381.1 | 0 | 3743726 | 139830 | None | code28 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 PWD SR 2021-22 Page no-134 I.NO-1.5 | Mtr | 423.33 | 423.33 | 40.0 | False | None | None | False | None | False | 16933.2 | 0 | 3743727 | 139830 | None | code29 | 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 itreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap .PWD SR 2023-24 Vol-2 page no 132 I.No-14.72 | Each | 2637.83 | 2637.83 | 1.0 | False | None | None | False | None | False | 2637.83 | 0 | 3743728 | 139830 | None | code30 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.PWD SR 2023-24 Vol-2 page no 127 I.No-14.22A | Each | 834.3 | 834.3 | 1.0 | False | None | None | False | None | False | 834.3 | 0 | 3743729 | 139830 | None | code31 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.PWD SR 2023-24 Vol-2 page no 127 I.No- 14.28.2 Flexible pipe | Each | 94.76 | 94.76 | 1.0 | False | None | None | False | None | False | 94.76 | 0 | 3743730 | 139830 | None | code32 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm. (PWD SR 2023-24 Vol:2 P.NO.128 I.No:14.31) | Each | 1048.54 | 1048.54 | 1.0 | False | None | None | False | None | False | 1048.54 | 0 |
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