| 1718366585000 | 1 | None | None | Other Works | Construction of Road, Drain and Toilet Works in Town Panchayat KALLOLI limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10, 7.25 & 5) | 6632851.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3290861 | 114404 | None | I No.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. - In all kinds of soils Depth upto 1.5 m (Vol 1, Page No. 5, I.No. 1.4.1). | Cum | 195.3 | 195.3 | 255.2098 | False | None | None | False | None | False | 49842.47394 | 0 | | 3290862 | 114404 | None | I No.2 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3). (Vol-III, I.No.1.1A,P.No-3) | Cum | 123.9 | 123.9 | 47.6098 | False | None | None | False | None | False | 5898.85422 | 0 | | 3290863 | 114404 | None | I No.3 | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 10 t load and lead 10 km = 100 t.km(Vol-III, I.No.1.4(i)A, P.No-3) | T.Km | 12.6 | 12.6 | 60.9405 | False | None | None | False | None | False | 767.8503 | 0 | | 3290864 | 114404 | None | I No.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) | Cum | 6014.4 | 6014.4 | 63.417 | False | None | None | False | None | False | 381415.2048 | 0 | | 3290865 | 114404 | None | I No.5 | 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.(Vol-I ItemNo1.9 P.No-9) | Cum | 214.2 | 214.2 | 5.4882 | False | None | None | False | None | False | 1175.57244 | 0 | | 3290866 | 114404 | None | I No.6 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(Vol-I 2.3.2 P.No-16) | Cum | 6281.1 | 6281.1 | 11.481 | False | None | None | False | None | False | 72113.3091 | 0 | | 3290867 | 114404 | None | I No.7 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Form Works Earth Retaining Structure @ 10 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 9) | Cum | 628.11 | 628.11 | 11.481 | False | None | None | False | None | False | 7211.33091 | 0 | | 3290868 | 114404 | None | I No.8 | 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. ( Vol-1 I.No. 2.5.2 P.No-17) | Cum | 6495.3 | 6495.3 | 9.6991 | False | None | None | False | None | False | 62998.56423 | 0 | | 3290869 | 114404 | None | I No.9 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Form Works Roof Slab of Building @ 50 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 116, Sl. No 13) | Cum | 3247.65 | 3247.65 | 9.6991 | False | None | None | False | None | False | 31499.282115 | 0 | | 3290870 | 114404 | None | I No.10 | Providing Thermo-Mechanically Treated bars of grade Fe-550D 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) (Vol. 2, P.No. 84, I.No. 11.32) | Kg | 96.6 | 96.6 | 1376.7079 | False | None | None | False | None | False | 132989.98314 | 0 | | 3290871 | 114404 | None | I No.11 | 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 1:4 (1 cement : 4 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.(Vol. 2, P.No. 13, I.No. 6.7) | Cum | 7295.4 | 7295.4 | 13.8564 | False | None | None | False | None | False | 101087.98056 | 0 | | 3290872 | 114404 | None | I No.12 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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.(Vol. 2, P.No. 14, I.No. 6.15) | Sqm | 909.3 | 909.3 | 32.418 | False | None | None | False | None | False | 29477.6874 | 0 | | 3290873 | 114404 | None | I No.13 | 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. (Vol. 2, P.No. 42, I.No. 8.8) | Sqm | 322.35 | 322.35 | 85.483 | False | None | None | False | None | False | 27555.44505 | 0 | | 3290874 | 114404 | None | I No.14 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol. 2, P.No. 41, I.No. 8.2.1) | Sqm | 260.4 | 260.4 | 57.744 | False | None | None | False | None | False | 15036.5376 | 0 | | 3290875 | 114404 | None | I No.15 | Providing 12 mm cement plaster with cement mortar 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. (Vol. 2, P.No. 41, I.No. 8.1.1) | Sqm | 223.65 | 223.65 | 28.491 | False | None | None | False | None | False | 6372.01215 | 0 | | 3290876 | 114404 | None | I No.16 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. (Vol. 2, P.No. 23, I.No. 7.18) | Sqm | 2117.85 | 2117.85 | 4.8575 | False | None | None | False | None | False | 10287.456375 | 0 | | 3290877 | 114404 | None | I No.17 | 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. (Vol. 2, P.No. 60, I.No. 9.11) | Sqm | 800.1 | 800.1 | 27.46 | False | None | None | False | None | False | 21970.746 | 0 | | 3290878 | 114404 | None | I No.18 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (Vol. 2, P.No. 65, I.No. 9.39) | Sqm | 1088.85 | 1088.85 | 57.744 | False | None | None | False | None | False | 62874.5544 | 0 | | 3290879 | 114404 | None | I No.19 | 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.(Volume 2 Page No 85 Item No 11.34B) | Sqm | 164.85 | 164.85 | 30.375 | False | None | None | False | None | False | 5007.31875 | 0 | | 3290880 | 114404 | None | I No.20 | 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). (Vol.2, P.No.110, I.No. 12.85) | Sqm | 5113.5 | 5113.5 | 2.025 | False | None | None | False | None | False | 10354.8375 | 0 | | 3290881 | 114404 | None | I No.21 | 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. (Vol. 2, P.No. 105, I.No. 12.54) | Sqm | 498.75 | 498.75 | 11.34 | False | None | None | False | None | False | 5655.825 | 0 | | 3290882 | 114404 | None | I No.22 | 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.(Vol. 2, P.No. 106, I.No. 12.55) | Sqm | 3993.15 | 3993.15 | 11.34 | False | None | None | False | None | False | 45282.321 | 0 | | 3290883 | 114404 | None | I No.23 | 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.(Volume 2 Page No. 48 Item No 8.39) | Sqm | 99.75 | 99.75 | 28.491 | False | None | None | False | None | False | 2841.97725 | 0 | | 3290884 | 114404 | None | I No.24 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality 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.(Volume 2 Page No. 46 Item No 8.32) | Sqm | 117.6 | 117.6 | 85.483 | False | None | None | False | None | False | 10052.8008 | 0 | | 3290885 | 114404 | None | I No.25 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (Volume 2 Page No. 133 Item No 15.2) | Sqm | 603.75 | 603.75 | 30.24 | False | None | None | False | None | False | 18257.4 | 0 | | 3290886 | 114404 | None | I No.26 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge.(Volume 2 Page No 82 Item No 11.26.3) | Kg | 154.35 | 154.35 | 132.852 | False | None | None | False | None | False | 20505.7062 | 0 | | 3290887 | 114404 | None | I No.27 | 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 and tesing of joints complete as per direction of Engineer in charge . External Work, 40 mm nominal dia pipes. (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.33.5) | m | 492.45 | 492.45 | 25.0 | False | None | None | False | None | False | 12311.25 | 0 | | 3290888 | 114404 | None | I No.28 | 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 and tesing of joints complete as per direction of Engineer in charge . External Work, 25 mm nominal dia pipes. (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.33.3) | m | 313.95 | 313.95 | 25.0 | False | None | None | False | None | False | 7848.75 | 0 | | 3290889 | 114404 | None | I No.29 | Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, imcluding 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 tesing of joints complete as per direction of Engineer in charge . Concealed Work, including cutting chases and making good the wall etc. 20 mm nominal dia pipes. (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.32.2) | m | 391.65 | 391.65 | 25.0 | False | None | None | False | None | False | 9791.25 | 0 | | 3290890 | 114404 | None | I No.30 | KSRB 13-11 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 : 1996 marked with cover and suitable locking arrangements, making necessary holes of inlet, outlet and over flow pipes,but without fittings and the base support for tank. (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.34) | Ltr | 8.4 | 8.4 | 1000.0 | False | None | None | False | None | False | 8400.0 | 0 | | 3290891 | 114404 | None | I No.31 | Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length - 20 mm nominal bore (SR. 2021-22, Vol 2, Pg no 116, I no.13.8.2.2) | Set | 133.35 | 133.35 | 4.0 | False | None | None | False | None | False | 533.4 | 0 | | 3290892 | 114404 | None | I No.32 | 13.2 Providing and fixing brass bib cock of approved quality :13.2.2 20 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.2.2) | Each | 362.25 | 362.25 | 10.0 | False | None | None | False | None | False | 3622.5 | 0 | | 3290893 | 114404 | None | I No.33 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.4.3) | Each | 715.05 | 715.05 | 2.0 | False | None | None | False | None | False | 1430.1 | 0 | | 3290894 | 114404 | None | I No.34 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.4.1) | Each | 554.4 | 554.4 | 2.0 | False | None | None | False | None | False | 1108.8 | 0 | | 3290895 | 114404 | None | I No.35 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 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: 1.7 M010H PVC pipes 140mm dia., 6 kg/sqcm & class 3 (SR . 2021-22, Vol 5, Pg no 134, I no.1.8) | m | 697.63 | 697.63 | 25.0 | False | None | None | False | None | False | 17440.75 | 0 | | 3290896 | 114404 | None | I No.36 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 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: 1.7 M010E PVC pipes 75mm dia., 6 kg/sqcm & class 3 (SR. 2021-22, Vol 5, Pg no 134, I no.1.5) | m | 258.38 | 258.38 | 20.0 | False | None | None | False | None | False | 5167.6 | 0 | | 3290897 | 114404 | None | I No.37 | Providing and fixing trap of self cleaning design with screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors, 100mm inlet and 100mm outlet , Sand Cast Iron S&S as per IS:1729 (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.42) | Set | 1013.25 | 1013.25 | 4.0 | False | None | None | False | None | False | 4053.0 | 0 | | 3290898 | 114404 | None | I No.38 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe - 40 mm dia (SR. 2021-22, Vol 2, Pg no 128, I no.14.28.2.2) | Each | 228.9 | 228.9 | 4.0 | False | None | None | False | None | False | 915.6 | 0 | | 3290899 | 114404 | None | I No.39 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (SR. 2021-22, Vol 2, Pg no 125, I no.14.7A) | Each | 3778.95 | 3778.95 | 4.0 | False | None | None | False | None | False | 15115.8 | 0 | | 3290900 | 114404 | None | I No.40 | 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 (SR. 2021-22, Vol 2, Pg no 123, I no.14.2.1) | Each | 4227.3 | 4227.3 | 6.0 | False | None | None | False | None | False | 25363.8 | 0 | | 3290901 | 114404 | None | I No.41 | 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 W.S & UGD Vol-2 2021-22; P.No.128; I. No.14.32.2) | Each | 912.45 | 912.45 | 2.0 | False | None | None | False | None | False | 1824.9 | 0 | | 3290902 | 114404 | None | I No.42 | Providing & fixing MS inspection door of size 60mm x 60cm including MS frame, Size 50mm x 50mm x 6mm and MS shutter of 3 mm thickness with hinges on top & locking arrangements, painting with all lead and lifts etc., complete, (KUWSDB SR 2018-19, Part III, I.No.12, Page No. 40) | Each | 1908.9 | 1908.9 | 3.0 | False | None | None | False | None | False | 5726.7 | 0 | | 3290903 | 114404 | None | I No.43 | 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 19/20 mm dia 2 mm thick (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.2.1) | m | 61.0 | 61.0 | 35.0 | False | None | None | False | None | False | 2135.0 | 0 | | 3290904 | 114404 | None | I No.44 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 100 x 75 x 65 mm (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.4.2) | Sqmm | 112.0 | 112.0 | 2.0 | False | None | None | False | None | False | 224.0 | 0 | | 3290905 | 114404 | None | I No.45 | 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. 1.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.2) | m | 26.0 | 26.0 | 35.0 | False | None | None | False | None | False | 910.0 | 0 | | 3290906 | 114404 | None | I No.46 | 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. 2.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.3) | m | 40.0 | 40.0 | 30.0 | False | None | None | False | None | False | 1200.0 | 0 | | 3290907 | 114404 | None | I No.47 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010. 4C x 1.5 mm2 (PWD SR Electrical -2022-23 Part-I pg.no-4, Item -2.5.3) | m | 88.0 | 88.0 | 25.0 | False | None | None | False | None | False | 2200.0 | 0 | | 3290908 | 114404 | None | I No.48 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. (PWD SR Electrical -2022-23 Part-I pg.no-12 Item -5.14.1) | Each | 5641.0 | 5641.0 | 1.0 | False | None | None | False | None | False | 5641.0 | 0 | | 3290909 | 114404 | None | I No.49 | 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 10-12 Way (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.4.5) | Each | 325.0 | 325.0 | 1.0 | False | None | None | False | None | False | 325.0 | 0 | | 3290910 | 114404 | None | I No.50 | 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. 10-12 Module (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.5.5) | Each | 363.0 | 363.0 | 1.0 | False | None | None | False | None | False | 363.0 | 0 | | 3290911 | 114404 | None | I No.51 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.1) | Each | 88.0 | 88.0 | 8.0 | False | None | None | False | None | False | 704.0 | 0 | | 3290912 | 114404 | None | I No.52 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.10) | Each | 375.0 | 375.0 | 1.0 | False | None | None | False | None | False | 375.0 | 0 | | 3290913 | 114404 | None | I No.53 | Supplying & fixing of Porcelain fuse channel with cut out on
existing wooden/panel using necessary nuts, bolts and washers. 16 A (PWD SR Electrical -2022-23 Part-I pg.no-10 Item -5.7.1) | Each | 125.0 | 125.0 | 4.0 | False | None | None | False | None | False | 500.0 | 0 | | 3290914 | 114404 | None | I No.54 | 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 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W (PWD SR Electrical -2022-23 Part-I pg.no-34 Item -11.3.1) | Each | 496.0 | 496.0 | 8.0 | False | None | None | False | None | False | 3968.0 | 0 | | 3290915 | 114404 | None | I No.55 | 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 clA. (PWD SR Electrical -2022-23 Part-I pg.no-45 Item -13.7.1) | Each | 119.0 | 119.0 | 8.0 | False | None | None | False | None | False | 952.0 | 0 | | 3290916 | 114404 | None | I No.56 | Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on230V 50Hz, AC Supply. (PWD SR Electrical -2022-23 Part-I pg.no-22 Item -6.1) | Each | 1542.0 | 1542.0 | 6.0 | False | None | None | False | None | False | 9252.0 | 0 | | 3290917 | 114404 | None | I No.57 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. (PWD SR Electrical -2022-23 Part-I pg.no-46 Item -13.14) | Each | 432.0 | 432.0 | 6.0 | False | None | None | False | None | False | 2592.0 | 0 | | 3290918 | 114404 | None | I No.58 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD Common DSR 2021-22 Volume 3 I.No: 3.1 ) | Cum | 33.6 | 33.6 | 280.725 | False | None | None | False | None | False | 9432.36 | 0 | | 3290919 | 114404 | None | I No.59 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2021-22 Volume 1 (P No: 5 I.No: 2.2.1.1) | Cum | 6240.15 | 6240.15 | 151.445 | False | None | None | False | None | False | 945039.51675 | 0 | | 3290920 | 114404 | None | I No.60 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. PWD Common DSR 2021-22 Volume 3 (P No: 71 I.No:9.3 ) | Tonne | 84311.85 | 84311.85 | 7.5877 | False | None | None | False | None | False | 639733.024245 | 0 | | 3290921 | 114404 | None | I No.61 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Form Works Consider 35% PWD Common DSR 2021-22 Volume 2 ( 3rd Corrigendum dated 01-09-2022 Vol. 1, P.No. 115, Sl.No. 2a) | Cum | 2184.05 | 2184.05 | 156.865 | False | None | None | False | None | False | 342601.00325 | 0 | | 3290922 | 114404 | None | I No.62 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications. PWD Common DSR 2021-22 Volume 2 (P No: 64, I.No: 9.32) | Sqm | 1202.25 | 1202.25 | 1073.285 | False | None | None | False | None | False | 1290356.89125 | 0 | | 3290923 | 114404 | None | I No.63 | 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. PWD Common DSR 2021-22 Volume 1 (P No: 7, I.No:1.8) | Cum | 422.1 | 422.1 | 22.5 | False | None | None | False | None | False | 9497.25 | 0 | | 3290924 | 114404 | None | I No.64 | 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.PWD Common DSR 2021-22 Volume 3 (P No: 24, I.No:4.27A) | Cum | 2513.7 | 2513.7 | 323.3825 | False | None | None | False | None | False | 812886.59025 | 0 | | 3290925 | 114404 | None | I No.65 | Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenancesrequired to complete the work..PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12) | Cum | 68.25 | 68.25 | 188.86 | False | None | None | False | None | False | 12889.695 | 0 | | 3290926 | 114404 | None | I No.66 | Construction of Sub grade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6) | Cum | 433.65 | 433.65 | 291.6708 | False | None | None | False | None | False | 126483.04242 | 0 | | 3290927 | 114404 | None | I No.67 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.Volume 3 (P No: 29 I.No:5.1) | Sqm | 44.1 | 44.1 | 1158.5 | False | None | None | False | None | False | 51089.85 | 0 | | 3290928 | 114404 | None | I No.68 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Volume 3 (P No: 29 I.No:5.3) | Sqm | 12.6 | 12.6 | 1158.5 | False | None | None | False | None | False | 14597.1 | 0 | | 3290929 | 114404 | None | I No.69 | Compacting original ground supporting embankment Loosening, levelling 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. PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.7 ) | Cum | 91.35 | 91.35 | 98.19 | False | None | None | False | None | False | 8969.6565 | 0 | | 3290930 | 114404 | None | I No.70 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Volume 3 (P No: 19 I.No:4.2 B (V)) | Cum | 2345.7 | 2345.7 | 28.7 | False | None | None | False | None | False | 67321.59 | 0 | | 3290931 | 114404 | None | I No.71 | PQC 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity andappropriate 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. PWD Common DSR 2021-22 Volume 3 (P No: 138 I.No:.20.29 ) | Cum | 6837.6 | 6837.6 | 36.75 | False | None | None | False | None | False | 251281.8 | 0 | | 3290932 | 114404 | None | I No.72 | Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG- 30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactionVolume 3 (P No: 37 I.No:5.8A) | Cum | 7878.15 | 7878.15 | 57.925 | False | None | None | False | None | False | 456341.83875 | 0 | | 3290933 | 114404 | None | I No.73 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Volume 3 (P No: 145 I.No:21A (1)-IRC37:2018) | Cum | 10489.5 | 10489.5 | 28.9625 | False | None | None | False | None | False | 303802.14375 | 0 |
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