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titleConstruction of School Building and Hitech Toilet to GHP School of Nelagondanahalli, Arasapura, Hosakote Villages and Hitech Toilet to Ambedkar Primary School at Arasikere Village in Harapanahalli Taluk Jagalur Constituency.(DMF)
descriptionConstruction of School Building and Hitech Toilet to GHP School of Nelagondanahalli, Arasapura, Hosakote Villages and Hitech Toilet to Ambedkar Primary School at Arasikere Village in Harapanahalli Taluk Jagalur Constituency.(DMF)
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locationNamePWD Division Office Hosapete
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groupOverheadTotal0.0
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17171498520000NoneNoneBuildingsConstruction of Hitech Toilet to GHP School of Nelagondanahalli Village in Harapanahalli Taluk Jagalur Constituency.443553.48
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3210785110520NonePWD SR.2023-24 V1 Pg-5 Item No.1.4.1Earth 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.Cum254.1254.111.48FalseNoneNoneFalseNoneFalse2917.0680
3210786110520NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.22.19FalseNoneNoneFalseNoneFalse13024.3680
3210787110520NonePWD SR.2023-24 V2 Pg-9 Item No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6515.256515.254.9FalseNoneNoneFalseNoneFalse31924.7250
3210788110520NonePWD SR.2023-24 V2 Pg-9 Item No.5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.453.67FalseNoneNoneFalseNoneFalse24620.01150
3210789110520NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.4Providing 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 aggregatesCum6527.856527.850.82FalseNoneNoneFalseNoneFalse5352.8370
3210790110520NonePWD SR.2023-24 V2 Pg-44 Item No8.19.1Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.Sqm267.75267.757.7FalseNoneNoneFalseNoneFalse2061.6750
3210791110520NonePWD DSR.2023-24 V1 Pg-7 Item No1.9Filling approved 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.Cum279.3279.311.48FalseNoneNoneFalseNoneFalse3206.3640
3210792110520NonePWD SR.2023-24 V2 Pg-14 Item No.6.8Providing 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.Cum8367.458367.459.01FalseNoneNoneFalseNoneFalse75390.72450
3210793110520NonePWD SR.2023-24 V2 Pg-14 Item No.6.15Providing 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.Sqm1084.651084.6515.73FalseNoneNoneFalseNoneFalse17061.54450
3210794110520NonePWD SR.2023-24 V1 Pg-17 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.64FalseNoneNoneFalseNoneFalse4249.0560
3210795110520NonePWD SR.2023-24 V1 Pg-112 item number 14Formwork for Lintel 60 percentCum3983.493983.490.64FalseNoneNoneFalseNoneFalse2549.43360
3210796110520NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.52.64FalseNoneNoneFalseNoneFalse18378.360
3210797110520NonePWD SR.2023-24 V1 Pg-112Formwork for toilet SlabCum3480.753480.752.64FalseNoneNoneFalseNoneFalse9189.180
3210798110520NonePWD SR.2023-24 V1 Pg-18 Item No.2.11aSupplying, 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.BuildingsTonne93929.8593929.850.26FalseNoneNoneFalseNoneFalse24421.7610
3210799110520NonePWD SR.2023-24 V2 Pg-42 Item No.8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished 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.Sqm366.45366.45102.42FalseNoneNoneFalseNoneFalse37531.8090
3210800110520NonePWD SR.2023-24 V2 Pg-71 Item No.10.14Providing 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete.Sqm1161.31161.324.57FalseNoneNoneFalseNoneFalse28533.1410
3210801110520NonePWD SR.2023-24 V2 Pg-85 Item No.11.34AProviding 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 steel windows by weldingKgs176.4176.424.3FalseNoneNoneFalseNoneFalse4286.520
3210802110520NonePWD SR.2023-24 V2 Pg-60 Item No.9.11Providing 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.Sqm933.45933.4510.86FalseNoneNoneFalseNoneFalse10137.2670
3210803110520NonePWD SR.2023-24 V2 Pg-45 Item No.8.25Distempering 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.Sqm143.85143.8548.62FalseNoneNoneFalseNoneFalse6993.9870
3210804110520NonePWD SR.2023-24 V2 Pg-45 Item No.8.28Finishing 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.Sqm93.4593.4538.61FalseNoneNoneFalseNoneFalse3608.10450
3210805110520NonePWD SR.2023-24 V2 Pg-63 Item No.9.27Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications.Sqm2507.42507.43.24FalseNoneNoneFalseNoneFalse8123.9760
3210806110520NonePWD SR.2023-24 V2 Pg-77 Item No. 11.5.2Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Sqm4454.14454.13.24FalseNoneNoneFalseNoneFalse14431.2840
3210807110520NonePWD SR 2023-24, V-2 I No.12.54 P-105Providing & 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.Mtr333.9333.910.2FalseNoneNoneFalseNoneFalse3405.780
3210808110520NonePWD SR 2023-24, V-2 I No.12.55.2 P-106Providing & 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 one side prelamSqm2142.02142.02.7FalseNoneNoneFalseNoneFalse5783.40
3210809110520NonePWD SR.2023-24 V2 Pg-123 I.No.13.34Providing 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 suooort for tank.Ltr9.459.451000.0FalseNoneNoneFalseNoneFalse9450.00
3210810110520NonePWD SR.2023-24 V2 Pg-123 I.No.13.31.5Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia PipesMtr562.8562.830.0FalseNoneNoneFalseNoneFalse16884.00
3210811110520NonePWD SR.2023-24 V2 Pg-A-123 Item No.14.1.1Providing 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 restsPan5128.25128.22.0FalseNoneNoneFalseNoneFalse10256.40
3210812110520NonePWD SR.2023-24 V2 Pg-A-123 Item No.14.4.1Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cisternEach4676.74676.76.0FalseNoneNoneFalseNoneFalse28060.20
3210813110520NoneRWS SR.2023-24 V5 Pg-149 Item No.13.4Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.0.50 HP/0.37kW - 5 STG(stage)Each10678.510678.51.0FalseNoneNoneFalseNoneFalse10678.50
3210814110520NoneRWS SR.2023-24 V5 Pg-161 Item No.13.22.1Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x1.5 m2Mtr68.2568.2520.0FalseNoneNoneFalseNoneFalse1365.00
3210815110520NonePWD SR 2023-24, V-2 I No:13.2.1 P-115Providing and fixing brass bib cock of approved quality : 15 mm nominal boreNo300.3300.38.0FalseNoneNoneFalseNoneFalse2402.40
3210816110520NonePWD SR 2023-24, V-1 I No:1.6.1 P-6Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils. Depth upto 1.50mCum508.2508.24.05FalseNoneNoneFalseNoneFalse2058.210
3210817110520NonePWD SR 2023-24, V-1 I No:1.10 P-7Refilling 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 specificationsCum168.0168.04.05FalseNoneNoneFalseNoneFalse680.40
3210818110520NonePWD SR 2023-24, V-5 I No:10.2.2 P-114Supplying 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. for: Pipes of SN4, 110mm dia.Mtr302.4302.415.0FalseNoneNoneFalseNoneFalse4536.00
17171498520000NoneNoneBuildingsConstruction of Hitech Toilet to GHP School Arasapura Village in Harapanahalli Taluk Jagalur Constituency.443553.48
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3210819110521NonePWD SR.2023-24 V1 Pg-5 Item No.1.4.1Earth 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.Cum254.1254.111.48FalseNoneNoneFalseNoneFalse2917.0680
3210820110521NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.22.19FalseNoneNoneFalseNoneFalse13024.3680
3210821110521NonePWD SR.2023-24 V2 Pg-9 Item No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6515.256515.254.9FalseNoneNoneFalseNoneFalse31924.7250
3210822110521NonePWD SR.2023-24 V2 Pg-9 Item No.5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.453.67FalseNoneNoneFalseNoneFalse24620.01150
3210823110521NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.4Providing 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 aggregatesCum6527.856527.850.82FalseNoneNoneFalseNoneFalse5352.8370
3210824110521NonePWD SR.2023-24 V2 Pg-44 Item No8.19.1Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.Sqm267.75267.757.7FalseNoneNoneFalseNoneFalse2061.6750
3210825110521NonePWD DSR.2023-24 V1 Pg-7 Item No1.9Filling approved 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.Cum279.3279.311.48FalseNoneNoneFalseNoneFalse3206.3640
3210826110521NonePWD SR.2023-24 V2 Pg-14 Item No.6.8Providing 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.Cum8367.458367.459.01FalseNoneNoneFalseNoneFalse75390.72450
3210827110521NonePWD SR.2023-24 V2 Pg-14 Item No.6.15Providing 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.Sqm1084.651084.6515.73FalseNoneNoneFalseNoneFalse17061.54450
3210828110521NonePWD SR.2023-24 V1 Pg-17 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.64FalseNoneNoneFalseNoneFalse4249.0560
3210829110521NonePWD SR.2023-24 V1 Pg-112 item number 14Formwork for Lintel 60 percentCum3983.493983.490.64FalseNoneNoneFalseNoneFalse2549.43360
3210830110521NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.52.64FalseNoneNoneFalseNoneFalse18378.360
3210831110521NonePWD SR.2023-24 V1 Pg-112Formwork for toilet SlabCum3480.753480.752.64FalseNoneNoneFalseNoneFalse9189.180
3210832110521NonePWD SR.2023-24 V1 Pg-18 Item No.2.11aSupplying, 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.BuildingsTonne93929.8593929.850.26FalseNoneNoneFalseNoneFalse24421.7610
3210833110521NonePWD SR.2023-24 V2 Pg-42 Item No.8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished 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.Sqm366.45366.45102.42FalseNoneNoneFalseNoneFalse37531.8090
3210834110521NonePWD SR.2023-24 V2 Pg-71 Item No.10.14Providing 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete.Sqm1161.31161.324.57FalseNoneNoneFalseNoneFalse28533.1410
3210835110521NonePWD SR.2023-24 V2 Pg-85 Item No.11.34AProviding 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 steel windows by weldingKgs176.4176.424.3FalseNoneNoneFalseNoneFalse4286.520
3210836110521NonePWD SR.2023-24 V2 Pg-60 Item No.9.11Providing 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.Sqm933.45933.4510.86FalseNoneNoneFalseNoneFalse10137.2670
3210837110521NonePWD SR.2023-24 V2 Pg-45 Item No.8.25Distempering 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.Sqm143.85143.8548.62FalseNoneNoneFalseNoneFalse6993.9870
3210838110521NonePWD SR.2023-24 V2 Pg-45 Item No.8.28Finishing 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.Sqm93.4593.4538.61FalseNoneNoneFalseNoneFalse3608.10450
3210839110521NonePWD SR.2023-24 V2 Pg-63 Item No.9.27Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications.Sqm2507.42507.43.24FalseNoneNoneFalseNoneFalse8123.9760
3210840110521NonePWD SR.2023-24 V2 Pg-77 Item No. 11.5.2Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Sqm4454.14454.13.24FalseNoneNoneFalseNoneFalse14431.2840
3210841110521NonePWD SR 2023-24, V-2 I No.12.54 P-105Providing & 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.Mtr333.9333.910.2FalseNoneNoneFalseNoneFalse3405.780
3210842110521NonePWD SR 2023-24, V-2 I No.12.55.2 P-106Providing & 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 one side prelamSqm2142.02142.02.7FalseNoneNoneFalseNoneFalse5783.40
3210843110521NonePWD SR.2023-24 V2 Pg-123 I.No.13.34Providing 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 suooort for tank.Ltr9.459.451000.0FalseNoneNoneFalseNoneFalse9450.00
3210844110521NonePWD SR.2023-24 V2 Pg-123 I.No.13.31.5Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia PipesMtr562.8562.830.0FalseNoneNoneFalseNoneFalse16884.00
3210845110521NonePWD SR.2023-24 V2 Pg-A-123 Item No.14.1.1Providing 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 restsPan5128.25128.22.0FalseNoneNoneFalseNoneFalse10256.40
3210846110521NonePWD SR.2023-24 V2 Pg-A-123 Item No.14.4.1Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cisternEach4676.74676.76.0FalseNoneNoneFalseNoneFalse28060.20
3210847110521NoneRWS SR.2023-24 V5 Pg-149 Item No.13.4Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.0.50 HP/0.37kW - 5 STG(stage)Each10678.510678.51.0FalseNoneNoneFalseNoneFalse10678.50
3210848110521NoneRWS SR.2023-24 V5 Pg-161 Item No.13.22.1Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x1.5 m2Mtr68.2568.2520.0FalseNoneNoneFalseNoneFalse1365.00
3210849110521NonePWD SR 2023-24, V-2 I No:13.2.1 P-115Providing and fixing brass bib cock of approved quality : 15 mm nominal boreNo300.3300.38.0FalseNoneNoneFalseNoneFalse2402.40
3210850110521NonePWD SR 2023-24, V-1 I No:1.6.1 P-6Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils. Depth upto 1.50mCum508.2508.24.05FalseNoneNoneFalseNoneFalse2058.210
3210851110521NonePWD SR 2023-24, V-1 I No:1.10 P-7Refilling 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 specificationsCum168.0168.04.05FalseNoneNoneFalseNoneFalse680.40
3210852110521NonePWD SR 2023-24, V-5 I No:10.2.2 P-114Supplying 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. for: Pipes of SN4, 110mm dia.Mtr302.4302.415.0FalseNoneNoneFalseNoneFalse4536.00
17171498520000NoneNoneBuildingsConstruction of Hitech Toilet to GHP School Hosakote Village in Harapanahalli Taluk Jagalur Constituency.443553.48
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3210853110522NonePWD SR.2023-24 V1 Pg-5 Item No.1.4.1Earth 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.Cum254.1254.111.48FalseNoneNoneFalseNoneFalse2917.0680
3210854110522NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.22.19FalseNoneNoneFalseNoneFalse13024.3680
3210855110522NonePWD SR.2023-24 V2 Pg-9 Item No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6515.256515.254.9FalseNoneNoneFalseNoneFalse31924.7250
3210856110522NonePWD SR.2023-24 V2 Pg-9 Item No.5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.453.67FalseNoneNoneFalseNoneFalse24620.01150
3210857110522NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.4Providing 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 aggregatesCum6527.856527.850.82FalseNoneNoneFalseNoneFalse5352.8370
3210858110522NonePWD SR.2023-24 V2 Pg-44 Item No8.19.1Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.Sqm267.75267.757.7FalseNoneNoneFalseNoneFalse2061.6750
3210859110522NonePWD DSR.2023-24 V1 Pg-7 Item No1.9Filling approved 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.Cum279.3279.311.48FalseNoneNoneFalseNoneFalse3206.3640
3210860110522NonePWD SR.2023-24 V2 Pg-14 Item No.6.8Providing 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.Cum8367.458367.459.01FalseNoneNoneFalseNoneFalse75390.72450
3210861110522NonePWD SR.2023-24 V2 Pg-14 Item No.6.15Providing 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.Sqm1084.651084.6515.73FalseNoneNoneFalseNoneFalse17061.54450
3210862110522NonePWD SR.2023-24 V1 Pg-17 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.64FalseNoneNoneFalseNoneFalse4249.0560
3210863110522NonePWD SR.2023-24 V1 Pg-112 item number 14Formwork for Lintel 60 percentCum3983.493983.490.64FalseNoneNoneFalseNoneFalse2549.43360
3210864110522NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.52.64FalseNoneNoneFalseNoneFalse18378.360
3210865110522NonePWD SR.2023-24 V1 Pg-112Formwork for toilet SlabCum3480.753480.752.64FalseNoneNoneFalseNoneFalse9189.180
3210866110522NonePWD SR.2023-24 V1 Pg-18 Item No.2.11aSupplying, 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.BuildingsTonne93929.8593929.850.26FalseNoneNoneFalseNoneFalse24421.7610
3210867110522NonePWD SR.2023-24 V2 Pg-42 Item No.8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished 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.Sqm366.45366.45102.42FalseNoneNoneFalseNoneFalse37531.8090
3210868110522NonePWD SR.2023-24 V2 Pg-71 Item No.10.14Providing 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete.Sqm1161.31161.324.57FalseNoneNoneFalseNoneFalse28533.1410
3210869110522NonePWD SR.2023-24 V2 Pg-85 Item No.11.34AProviding 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 steel windows by weldingKgs176.4176.424.3FalseNoneNoneFalseNoneFalse4286.520
3210870110522NonePWD SR.2023-24 V2 Pg-60 Item No.9.11Providing 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.Sqm933.45933.4510.86FalseNoneNoneFalseNoneFalse10137.2670
3210871110522NonePWD SR.2023-24 V2 Pg-45 Item No.8.25Distempering 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.Sqm143.85143.8548.62FalseNoneNoneFalseNoneFalse6993.9870
3210872110522NonePWD SR.2023-24 V2 Pg-45 Item No.8.28Finishing 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.Sqm93.4593.4538.61FalseNoneNoneFalseNoneFalse3608.10450
3210873110522NonePWD SR.2023-24 V2 Pg-63 Item No.9.27Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications.Sqm2507.42507.43.24FalseNoneNoneFalseNoneFalse8123.9760
3210874110522NonePWD SR.2023-24 V2 Pg-77 Item No. 11.5.2Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Sqm4454.14454.13.24FalseNoneNoneFalseNoneFalse14431.2840
3210875110522NonePWD SR 2023-24, V-2 I No.12.54 P-105Providing & 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.Mtr333.9333.910.2FalseNoneNoneFalseNoneFalse3405.780
3210876110522NonePWD SR 2023-24, V-2 I No.12.55.2 P-106Providing & 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 one side prelamSqm2142.02142.02.7FalseNoneNoneFalseNoneFalse5783.40
3210877110522NonePWD SR.2023-24 V2 Pg-123 I.No.13.34Providing 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 suooort for tank.Ltr9.459.451000.0FalseNoneNoneFalseNoneFalse9450.00
3210878110522NonePWD SR.2023-24 V2 Pg-123 I.No.13.31.5Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia PipesMtr562.8562.830.0FalseNoneNoneFalseNoneFalse16884.00
3210879110522NonePWD SR.2023-24 V2 Pg-A-123 Item No.14.1.1Providing 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 restsPan5128.25128.22.0FalseNoneNoneFalseNoneFalse10256.40
3210880110522NonePWD SR.2023-24 V2 Pg-A-123 Item No.14.4.1Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cisternEach4676.74676.76.0FalseNoneNoneFalseNoneFalse28060.20
3210881110522NoneRWS SR.2023-24 V5 Pg-149 Item No.13.4Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.0.50 HP/0.37kW - 5 STG(stage)Each10678.510678.51.0FalseNoneNoneFalseNoneFalse10678.50
3210882110522NoneRWS SR.2023-24 V5 Pg-161 Item No.13.22.1Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x1.5 m2Mtr68.2568.2520.0FalseNoneNoneFalseNoneFalse1365.00
3210883110522NonePWD SR 2023-24, V-2 I No:13.2.1 P-115Providing and fixing brass bib cock of approved quality : 15 mm nominal boreNo300.3300.38.0FalseNoneNoneFalseNoneFalse2402.40
3210884110522NonePWD SR 2023-24, V-1 I No:1.6.1 P-6Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils. Depth upto 1.50mCum508.2508.24.05FalseNoneNoneFalseNoneFalse2058.210
3210885110522NonePWD SR 2023-24, V-1 I No:1.10 P-7Refilling 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 specificationsCum168.0168.04.05FalseNoneNoneFalseNoneFalse680.40
3210886110522NonePWD SR 2023-24, V-5 I No:10.2.2 P-114Supplying 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. for: Pipes of SN4, 110mm dia.Mtr302.4302.415.0FalseNoneNoneFalseNoneFalse4536.00
17171498520000NoneNoneBuildingsConstruction of Hitech Toilet to GHP School Arasikere Village in Harapanahalli Taluk Jagalur Constituency443553.48
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3210887110523NonePWD SR.2023-24 V1 Pg-5 Item No.1.4.1Earth 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.Cum254.1254.111.48FalseNoneNoneFalseNoneFalse2917.0680
3210888110523NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.22.19FalseNoneNoneFalseNoneFalse13024.3680
3210889110523NonePWD SR.2023-24 V2 Pg-9 Item No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6515.256515.254.9FalseNoneNoneFalseNoneFalse31924.7250
3210890110523NonePWD SR.2023-24 V2 Pg-9 Item No.5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.453.67FalseNoneNoneFalseNoneFalse24620.01150
3210891110523NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.4Providing 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 aggregatesCum6527.856527.850.82FalseNoneNoneFalseNoneFalse5352.8370
3210892110523NonePWD SR.2023-24 V2 Pg-44 Item No8.19.1Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.Sqm267.75267.757.7FalseNoneNoneFalseNoneFalse2061.6750
3210893110523NonePWD DSR.2023-24 V1 Pg-7 Item No1.9Filling approved 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.Cum279.3279.311.48FalseNoneNoneFalseNoneFalse3206.3640
3210894110523NonePWD SR.2023-24 V2 Pg-14 Item No.6.8Providing 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.Cum8367.458367.459.01FalseNoneNoneFalseNoneFalse75390.72450
3210895110523NonePWD SR.2023-24 V2 Pg-14 Item No.6.15Providing 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.Sqm1084.651084.6515.73FalseNoneNoneFalseNoneFalse17061.54450
3210896110523NonePWD SR.2023-24 V1 Pg-17 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.64FalseNoneNoneFalseNoneFalse4249.0560
3210897110523NonePWD SR.2023-24 V1 Pg-112 item number 14Formwork for Lintel 60 percentCum3983.493983.490.64FalseNoneNoneFalseNoneFalse2549.43360
3210898110523NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.52.64FalseNoneNoneFalseNoneFalse18378.360
3210899110523NonePWD SR.2023-24 V1 Pg-112Formwork for toilet SlabCum3480.753480.752.64FalseNoneNoneFalseNoneFalse9189.180
3210900110523NonePWD SR.2023-24 V1 Pg-18 Item No.2.11aSupplying, 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.BuildingsTonne93929.8593929.850.26FalseNoneNoneFalseNoneFalse24421.7610
3210901110523NonePWD SR.2023-24 V2 Pg-42 Item No.8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished 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.Sqm366.45366.45102.42FalseNoneNoneFalseNoneFalse37531.8090
3210902110523NonePWD SR.2023-24 V2 Pg-71 Item No.10.14Providing 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete.Sqm1161.31161.324.57FalseNoneNoneFalseNoneFalse28533.1410
3210903110523NonePWD SR.2023-24 V2 Pg-85 Item No.11.34AProviding 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 steel windows by weldingKgs176.4176.424.3FalseNoneNoneFalseNoneFalse4286.520
3210904110523NonePWD SR.2023-24 V2 Pg-60 Item No.9.11Providing 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.Sqm933.45933.4510.86FalseNoneNoneFalseNoneFalse10137.2670
3210905110523NonePWD SR.2023-24 V2 Pg-45 Item No.8.25Distempering 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.Sqm143.85143.8548.62FalseNoneNoneFalseNoneFalse6993.9870
3210906110523NonePWD SR.2023-24 V2 Pg-45 Item No.8.28Finishing 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.Sqm93.4593.4538.61FalseNoneNoneFalseNoneFalse3608.10450
3210907110523NonePWD SR.2023-24 V2 Pg-63 Item No.9.27Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications.Sqm2507.42507.43.24FalseNoneNoneFalseNoneFalse8123.9760
3210908110523NonePWD SR.2023-24 V2 Pg-77 Item No. 11.5.2Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Sqm4454.14454.13.24FalseNoneNoneFalseNoneFalse14431.2840
3210909110523NonePWD SR 2023-24, V-2 I No.12.54 P-105Providing & 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.Mtr333.9333.910.2FalseNoneNoneFalseNoneFalse3405.780
3210910110523NonePWD SR 2023-24, V-2 I No.12.55.2 P-106Providing & 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 one side prelamSqm2142.02142.02.7FalseNoneNoneFalseNoneFalse5783.40
3210911110523NonePWD SR.2023-24 V2 Pg-123 I.No.13.34Providing 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 suooort for tank.Ltr9.459.451000.0FalseNoneNoneFalseNoneFalse9450.00
3210912110523NonePWD SR.2023-24 V2 Pg-123 I.No.13.31.5Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia PipesMtr562.8562.830.0FalseNoneNoneFalseNoneFalse16884.00
3210913110523NonePWD SR.2023-24 V2 Pg-A-123 Item No.14.1.1Providing 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 restsPan5128.25128.22.0FalseNoneNoneFalseNoneFalse10256.40
3210914110523NonePWD SR.2023-24 V2 Pg-A-123 Item No.14.4.1Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cisternEach4676.74676.76.0FalseNoneNoneFalseNoneFalse28060.20
3210915110523NoneRWS SR.2023-24 V5 Pg-149 Item No.13.4Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.0.50 HP/0.37kW - 5 STG(stage)Each10678.510678.51.0FalseNoneNoneFalseNoneFalse10678.50
3210916110523NoneRWS SR.2023-24 V5 Pg-161 Item No.13.22.1Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x1.5 m2Mtr68.2568.2520.0FalseNoneNoneFalseNoneFalse1365.00
3210917110523NonePWD SR 2023-24, V-2 I No:13.2.1 P-115Providing and fixing brass bib cock of approved quality : 15 mm nominal boreNo300.3300.38.0FalseNoneNoneFalseNoneFalse2402.40
3210918110523NonePWD SR 2023-24, V-1 I No:1.6.1 P-6Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils. Depth upto 1.50mCum508.2508.24.05FalseNoneNoneFalseNoneFalse2058.210
3210919110523NonePWD SR 2023-24, V-1 I No:1.10 P-7Refilling 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 specificationsCum168.0168.04.05FalseNoneNoneFalseNoneFalse680.40
3210920110523NonePWD SR 2023-24, V-5 I No:10.2.2 P-114Supplying 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. for: Pipes of SN4, 110mm dia.Mtr302.4302.415.0FalseNoneNoneFalseNoneFalse4536.00
17171498520000NoneNoneBuildingsConstruction of School Building to GHP School of Nelagondanahalli Village in Harapanahalli Taluk Jagalur Constituency.952859.73
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3210921110524NonePWD SR.2023-24 V1 Pg-5 Item No.1.4.1Earth 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.Cum254.1254.137.21FalseNoneNoneFalseNoneFalse9455.0610
3210922110524NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.29.01FalseNoneNoneFalseNoneFalse53584.2720
3210923110524NonePWD SR.2023-24 V2 Pg-9 Item No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6515.256515.2512.61FalseNoneNoneFalseNoneFalse82157.30250
3210924110524NonePWD SR.2023-24 V2 Pg-9 Item No.5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.457.85FalseNoneNoneFalseNoneFalse52661.33250
3210925110524NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.4Providing 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 aggregatesCum6527.856527.851.67FalseNoneNoneFalseNoneFalse10901.50950
3210926110524NonePWD SR.2023-24 V2 Pg-44 Item No8.19.1Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.Sqm267.75267.7513.89FalseNoneNoneFalseNoneFalse3719.04750
3210927110524NonePWD SR.2023-24 V1 Pg-7 Item No1.9Filling 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.Cum279.3279.337.21FalseNoneNoneFalseNoneFalse10392.7530
3210928110524NonePWD SR.2023-24 V1 Pg-7 Item No1.1Filling approved 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.Cum454.65454.651.6FalseNoneNoneFalseNoneFalse727.440
3210929110524NonePWD SR.2023-24 V2 Pg-14 Item No.6.8Providing 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.Cum8367.458367.4514.37FalseNoneNoneFalseNoneFalse120240.25650
3210930110524NonePWD SR.2023-24 V1 Pg-15 Item No.2.2.1Providing 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 aggregatesCum6601.356601.353.77FalseNoneNoneFalseNoneFalse24887.08950
3210931110524NonePWD SR.2023-24 V1 Pg-111 Item No.1 b Formwork,Centering & Scaffolding for footing 3 percentCum198.04198.043.77FalseNoneNoneFalseNoneFalse746.61080
3210932110524NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.54.06FalseNoneNoneFalseNoneFalse28263.690
3210933110524NonePWD SR.2023-24 V1 Pg-111 Item No.9Formwork,Centering & Scaffolding for Column 70 percentCum4873.054873.054.06FalseNoneNoneFalseNoneFalse19784.5830
3210934110524NonePWD SR.2023-24 V1 Pg-16 Item No.2.3.1Providing 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 per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.151.93FalseNoneNoneFalseNoneFalse12813.55950
3210935110524NonePWD SR.2023-24 V1 Pg-111 Item No.2Formwork,Centering & Scaffolding for Plinth beam 50 percentCum3319.583319.581.93FalseNoneNoneFalseNoneFalse6406.78940
3210936110524NonePWD SR.2023-24 V1 Pg-16 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.85FalseNoneNoneFalseNoneFalse5643.27750
3210937110524NonePWD SR.2023-24 V1 Pg-112 Item No.14Formwork,Centering & Scaffolding for Lintel 60percentCum3983.493983.490.85FalseNoneNoneFalseNoneFalse3385.96650
3210938110524NonePWD SR.2023-24 V1 Pg-16 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.52.5FalseNoneNoneFalseNoneFalse17403.750
3210939110524NonePWD SR.2023-24 V1 Pg-112 Item No.14Formwork,Centering & Scaffolding for Roof Beam 60 percentCum4176.94176.92.5FalseNoneNoneFalseNoneFalse10442.250
3210940110524NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.58.57FalseNoneNoneFalseNoneFalse59660.0550
3210941110524NonePWD SR.2023-24 V1 Pg-112 Item No.15Formwork,Centering & Scaffolding for Roof slab 50 percentCum3480.753480.758.57FalseNoneNoneFalseNoneFalse29830.02750
3210942110524NonePWD SR.2023-24 V1 Pg-17 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.14FalseNoneNoneFalseNoneFalse929.4810
3210943110524NonePWD SR.2023-24 V1 Pg-112 Item No.19Formwork,Centering & Scaffolding for Chejja 45 percentCum2987.622987.620.14FalseNoneNoneFalseNoneFalse418.26680
3210944110524NonePWD SR.2023-24 V1 Pg-18 Item No.2.11aSupplying, 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.BuildingsTonne93929.8593929.851.69FalseNoneNoneFalseNoneFalse158741.44650
3210945110524NonePWD SR.2023-24 V2 Pg-42 Item No.8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished 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.Sqm366.45366.45153.51FalseNoneNoneFalseNoneFalse56253.73950
3210946110524NonePWD SR.2023-24 V2 Pg-77 Item No. 11.5.2Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Sqm4454.14454.12.2FalseNoneNoneFalseNoneFalse9799.020
3210947110524NonePWD SR.2023-24 V2 Pg-79 Item No.11.11.1Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Kgs155.4155.4144.0FalseNoneNoneFalseNoneFalse22377.60
3210948110524NonePWD SR.2023-24 V2 Pg-85 Item No.11.34AProviding 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 steel windows by weldingKgs176.4176.4116.64FalseNoneNoneFalseNoneFalse20575.2960
3210949110524NonePWD SR.2023-24 V2 Pg-60 Item No.9.12.2Providing 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 mmSqm1202.251202.2550.56FalseNoneNoneFalseNoneFalse60785.760
3210950110524NonePWD SR.2023-24 V2 Pg-65 Item No.9.38Providing skirting, dadooing, rises of steps with white 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.Sqm1461.61461.64.53FalseNoneNoneFalseNoneFalse6621.0480
3210951110524NonePWD SR.2023-24 V2 Pg-45 Item No.8.25Distempering 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.Sqm143.85143.85118.75FalseNoneNoneFalseNoneFalse17082.18750
3210952110524NonePWD SR.2023-24 V2 Pg-45 Item No.8.28Finishing 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.Sqm93.4593.4577.0FalseNoneNoneFalseNoneFalse7195.650
3210953110524NonePWD SR.2023-24 V2 Pg-47 Item No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm145.95145.9519.1FalseNoneNoneFalseNoneFalse2787.6450
3210954110524NonePWD SR.2023-24 V2 Pg-84 Item No.11.26.1Providing 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. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge.Kgs144.9144.9115.5FalseNoneNoneFalseNoneFalse16735.950
3210955110524NonePWD SR. 2023-24 V-3 Pg- 78 It No.8.54Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (P-188, I.No.21 C 4)No.9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
17171498520000NoneNoneBuildingsConstruction of School Building to GHP School of Arasapura Village in Harapanahalli Taluk Jagalur Constituency1075891.3
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3210956110525NonePWD SR.2023-24 V1 Pg-5 Item No.1.4.1Earth 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.Cum254.1254.137.21FalseNoneNoneFalseNoneFalse9455.0610
3210957110525NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.29.01FalseNoneNoneFalseNoneFalse53584.2720
3210958110525NonePWD SR.2023-24 V2 Pg-9 Item No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6515.256515.2512.61FalseNoneNoneFalseNoneFalse82157.30250
3210959110525NonePWD SR.2023-24 V2 Pg-9 Item No.5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.457.85FalseNoneNoneFalseNoneFalse52661.33250
3210960110525NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.4Providing 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 aggregatesCum6527.856527.851.67FalseNoneNoneFalseNoneFalse10901.50950
3210961110525NonePWD SR.2023-24 V2 Pg-44 Item No8.19.1Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.Sqm267.75267.7513.89FalseNoneNoneFalseNoneFalse3719.04750
3210962110525NonePWD SR.2023-24 V1 Pg-7 Item No1.9Filling 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.Cum279.3279.337.21FalseNoneNoneFalseNoneFalse10392.7530
3210963110525NonePWD SR.2023-24 V1 Pg-7 Item No1.1Filling approved 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.Cum454.65454.651.6FalseNoneNoneFalseNoneFalse727.440
3210964110525NonePWD SR.2023-24 V2 Pg-14 Item No.6.8Providing 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.Cum8367.458367.4514.37FalseNoneNoneFalseNoneFalse120240.25650
3210965110525NonePWD SR.2023-24 V1 Pg-15 Item No.2.2.1Providing 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 aggregatesCum6601.356601.353.77FalseNoneNoneFalseNoneFalse24887.08950
3210966110525NonePWD SR.2023-24 V1 Pg-111 Item No.1 b Formwork,Centering & Scaffolding for footing 3 percentCum198.04198.043.77FalseNoneNoneFalseNoneFalse746.61080
3210967110525NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.54.06FalseNoneNoneFalseNoneFalse28263.690
3210968110525NonePWD SR.2023-24 V1 Pg-111 Item No.9Formwork,Centering & Scaffolding for Column 70 percentCum4873.054873.054.06FalseNoneNoneFalseNoneFalse19784.5830
3210969110525NonePWD SR.2023-24 V1 Pg-16 Item No.2.3.1Providing 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 per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.151.93FalseNoneNoneFalseNoneFalse12813.55950
3210970110525NonePWD SR.2023-24 V1 Pg-111 Item No.2Formwork,Centering & Scaffolding for Plinth beam 50 percentCum3319.583319.581.93FalseNoneNoneFalseNoneFalse6406.78940
3210971110525NonePWD SR.2023-24 V1 Pg-16 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.85FalseNoneNoneFalseNoneFalse5643.27750
3210972110525NonePWD SR.2023-24 V1 Pg-112 Item No.14Formwork,Centering & Scaffolding for Lintel 60percentCum3983.493983.490.85FalseNoneNoneFalseNoneFalse3385.96650
3210973110525NonePWD SR.2023-24 V1 Pg-16 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.52.5FalseNoneNoneFalseNoneFalse17403.750
3210974110525NonePWD SR.2023-24 V1 Pg-112 Item No.14Formwork,Centering & Scaffolding for Roof Beam 60 percentCum4176.94176.92.5FalseNoneNoneFalseNoneFalse10442.250
3210975110525NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.58.57FalseNoneNoneFalseNoneFalse59660.0550
3210976110525NonePWD SR.2023-24 V1 Pg-112 Item No.15Formwork,Centering & Scaffolding for Roof slab 50 percentCum3480.753480.758.57FalseNoneNoneFalseNoneFalse29830.02750
3210977110525NonePWD SR.2023-24 V1 Pg-17 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.14FalseNoneNoneFalseNoneFalse929.4810
3210978110525NonePWD SR.2023-24 V1 Pg-112 Item No.19Formwork,Centering & Scaffolding for Chejja 45 percentCum2987.622987.620.14FalseNoneNoneFalseNoneFalse418.26680
3210979110525NonePWD SR.2023-24 V1 Pg-18 Item No.2.11aSupplying, 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.BuildingsTonne93929.8593929.851.69FalseNoneNoneFalseNoneFalse158741.44650
3210980110525NonePWD SR.2023-24 V2 Pg-42 Item No.8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished 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.Sqm366.45366.45153.51FalseNoneNoneFalseNoneFalse56253.73950
3210981110525NonePWD SR.2023-24 V2 Pg-77 Item No. 11.5.2Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Sqm4454.14454.12.2FalseNoneNoneFalseNoneFalse9799.020
3210982110525NonePWD SR.2023-24 V2 Pg-79 Item No.11.11.1Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Kgs155.4155.4144.0FalseNoneNoneFalseNoneFalse22377.60
3210983110525NonePWD SR.2023-24 V2 Pg-85 Item No.11.34AProviding 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 steel windows by weldingKgs176.4176.4116.64FalseNoneNoneFalseNoneFalse20575.2960
3210984110525NonePWD SR.2023-24 V2 Pg-60 Item No.9.12.2Providing 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 mmSqm1202.251202.2550.56FalseNoneNoneFalseNoneFalse60785.760
3210985110525NonePWD SR.2023-24 V2 Pg-65 Item No.9.38Providing skirting, dadooing, rises of steps with white 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.Sqm1461.61461.64.53FalseNoneNoneFalseNoneFalse6621.0480
3210986110525NonePWD SR.2023-24 V2 Pg-45 Item No.8.25Distempering 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.Sqm143.85143.85118.75FalseNoneNoneFalseNoneFalse17082.18750
3210987110525NonePWD SR.2023-24 V2 Pg-45 Item No.8.28Finishing 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.Sqm93.4593.4577.0FalseNoneNoneFalseNoneFalse7195.650
3210988110525NonePWD SR.2023-24 V2 Pg-47 Item No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm145.95145.9519.1FalseNoneNoneFalseNoneFalse2787.6450
3210989110525NonePWD SR.2023-24 V2 Pg-84 Item No.11.26.1Providing 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. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge.Kgs144.9144.9115.5FalseNoneNoneFalseNoneFalse16735.950
3210990110525NonePWD SR. 2023-24 V-3 Pg- 78 It No.8.54Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (P-188, I.No.21 C 4)No.9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
3210991110525NonePWD SR.2023-24 V2 Pg-165 Item No.19.24Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.Sqm190.05190.0540.26FalseNoneNoneFalseNoneFalse7651.4130
3210992110525NonePWD SR.2023-24 V2 Pg-163 Item No.19.2.1Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.Cum1746.151746.1540.26FalseNoneNoneFalseNoneFalse70299.9990
3210993110525NonePWD SR.2023-24 V2 Pg-187 Item No.19.3Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.Cum2547.32547.35.03FalseNoneNoneFalseNoneFalse12812.9190
3210994110525NonePWD SR.2023-24 V2 Pg-188 Item No.19.10.2Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.In cement mortarCum1051.051051.0530.7FalseNoneNoneFalseNoneFalse32267.2350
17171498520000NoneNoneBuildingsConstruction of First floor School Building to GHP School of Hosakote Village in Harapanahalli Taluk Jagalur Constituency816852.66
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3210995110526NonePWD SR.2023-24 V1 Pg-5 Item No.1.4.1Earth 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.Cum254.1254.12.24FalseNoneNoneFalseNoneFalse569.1840
3210996110526NonePWD SR.2023-24 V1 Pg-15 Item No.2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.20.25FalseNoneNoneFalseNoneFalse1486.80
3210997110526NonePWD SR.2023-24 V1 Pg-15 Item No.2.2.1Providing 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 aggregatesCum6601.356601.350.57FalseNoneNoneFalseNoneFalse3762.76950
3210998110526NonePWD SR.2023-24 V1 Pg-111 Item No.1 bFormwork,Centering & Scaffolding for footing 3 percentCum198.04198.040.57FalseNoneNoneFalseNoneFalse112.88280
3210999110526NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.52.19FalseNoneNoneFalseNoneFalse15245.6850
3211000110526NonePWD SR.2023-24 V1 Pg-111 Item No.9Formwork,Centering & Scaffolding for Column 70 percentCum4873.054873.052.19FalseNoneNoneFalseNoneFalse10671.97950
3211001110526NonePWD SR.2023-24 V2 Pg-13 Item No.6.8Providing 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.Cum8367.458367.4510.85FalseNoneNoneFalseNoneFalse90786.83250
3211002110526NonePWD SR 2023-24, V-1 I No:2.1.4 P-15Providing 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 aggregatesCum6593.136593.130.33FalseNoneNoneFalseNoneFalse2175.73290
3211003110526NonePWD SR.2023-24 V1 Pg-17 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.66FalseNoneNoneFalseNoneFalse4381.8390
3211004110526NonePWD SR.2023-24 V1 Pg-112 Item No.14For Lintel Formwork and lift chargesCum4049.884049.880.66FalseNoneNoneFalseNoneFalse2672.92080
3211005110526NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.52.72FalseNoneNoneFalseNoneFalse18935.280
3211006110526NonePWD SR.2023-24 V1 Pg-112 Item No.14 For Beam formwork and lift chargesCum4246.524246.522.72FalseNoneNoneFalseNoneFalse11550.53440
3211007110526NonePWD SR.2023-24 V1 Pg-17 Item No.2.5.1Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.511.66FalseNoneNoneFalseNoneFalse81171.090
3211008110526NonePWD SR.2023-24 V1 Pg-112 Item No.15,16For Slab Formwork and lift chargesCum3550.373550.3711.66FalseNoneNoneFalseNoneFalse41397.31420
3211009110526NonePWD SR.2023-24 V1 Pg-17 Item No.2.4.2Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.150.14FalseNoneNoneFalseNoneFalse929.4810
3211010110526NonePWD SR.2023-24 V1 Pg-112 Item No.19For Chejja formwork and lift chargesCum2908.582908.580.14FalseNoneNoneFalseNoneFalse407.20120
3211011110526NonePWD SR.2023-24 V1 Pg-18 Item No.2.11aSupplying, 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.BuildingsTonne94869.1594869.151.39FalseNoneNoneFalseNoneFalse131868.11850
3211012110526NonePWD SR.2023-24 V2 Pg-77 Item No. 11.5.2Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Sqm4498.644498.642.2FalseNoneNoneFalseNoneFalse9897.0080
3211013110526NonePWD SR.2023-24 V2 Pg-79 Item No.11.11.1Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Kgs155.4155.4144.0FalseNoneNoneFalseNoneFalse22377.60
3211014110526NonePWD SR.2023-24 V2 Pg-85 Item No.11.34AProviding 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 steel windows by weldingKgs178.16178.16116.64FalseNoneNoneFalseNoneFalse20780.58240
3211015110526NonePWD SR.2023-24 V2 Pg-50 Item No.8.51Providing 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.Sqm106.05106.0552.48FalseNoneNoneFalseNoneFalse5565.5040
3211016110526NonePWD SR.2023-24 V2 Pg-41 Item No.8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished 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.Sqm370.11370.11151.05FalseNoneNoneFalseNoneFalse55905.11550
3211017110526NonePWD SR.2023-24 V2 Pg-60 Item No.9.12.2Providing 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 mmSqm1214.271214.2737.58FalseNoneNoneFalseNoneFalse45632.26660
3211018110526NonePWD SR 2023-24, V-2 I No.9.11 Pg-60Providing 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.Sqm942.78942.7829.78FalseNoneNoneFalseNoneFalse28075.98840
3211019110526NonePWD SR.2023-24 V2 Pg-45 Item No.8.25Distempering 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.Sqm143.85143.85136.04FalseNoneNoneFalseNoneFalse19569.3540
3211020110526NonePWD SR.2023-24 V2 Pg-45 Item No.8.28Finishing 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.Sqm94.3894.3887.88FalseNoneNoneFalseNoneFalse8294.11440
3211021110526NonePWD SR.2023-24 V2 Pg-48 Item No.8.40Painting with synthetic enamel 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.Sqm121.96121.9619.1FalseNoneNoneFalseNoneFalse2329.4360
3211022110526NonePWD SR. 2023-24 V-2 Pg- 85 I No.11.28Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-ChargeKgs593.25593.25287.99FalseNoneNoneFalseNoneFalse170850.06750
3211023110526NonePWD SR. 2023-24 V-3 Pg- 78 I No.8.54Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (P-188, I.No.21 C 4)No.9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
17171498520000NoneNoneBuildingsElectrical estimate of GHP School at Nelagondanahalli, Arasapura, Hosakote Villages in Harapanahalli Taluk Jagalur Constituency.72915.39
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3211024110527NoneElec Vol-6 PART-3 Ch-1 It No - 1.2.1 Pg No.2of105Concealed Conduit System Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm 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 necessaryMtr66.066.0114.0FalseNoneNoneFalseNoneFalse7524.00
3211025110527NoneElec Vol-6 PART-3 Ch-2 It No - 2.2.1 Pg No.2of105Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistr and FRLS PVC insulated, 2X1.5Sq.mm 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. Short point upto 3Mtr from tapping point to out let via switch boxPoint269.0269.06.0FalseNoneNoneFalseNoneFalse1614.00
3211026110527NoneElec Vol-6 PART-3 Ch-2 It No - 2.2.2 Pg No.2of105Point wiring : Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch boxPoint379.0379.06.0FalseNoneNoneFalseNoneFalse2274.00
3211027110527NoneElec Vol-6 PART-3 Ch-2 It No - 2.2.3 Pg No.5of105Point wiring : Long point above 6Mtr upto 10Mtr from tapping point to out let via switch boxPoint555.0555.09.0FalseNoneNoneFalseNoneFalse4995.00
3211028110527NoneElec Vol-6 PART-3 Ch-3 It No - 3.14.6 PgNo.10of105Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6Amps lamp holderEach71.071.015.0FalseNoneNoneFalseNoneFalse1065.00
3211029110527NoneElec Vol-6 PART-3 Ch-11 It No-11.3.2 Pg No.43of105Supplying of .feet - PVC Batten with integrated LED tube.W with high quality diffuser with Life of 25000 burning hours & 70percent 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. LED Light fighting 1 x4'- 20/22 wEach690.0690.06.0FalseNoneNoneFalseNoneFalse4140.00
3211030110527NoneElec Vol-6 PART-3 Ch-13 It No-13.7.1 Pg No.56of105Fixing 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. On wall / ceiling / Rafter / GirdersEach122.0122.06.0FalseNoneNoneFalseNoneFalse732.00
3211031110527NoneElec Vol-6 PART-3 Ch-6 It No-6.3.2 Pg No.30of105Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200mm) Regular modelEach3031.03031.03.0FalseNoneNoneFalseNoneFalse9093.00
3211032110527NoneElec Vol-6 PART-3 Ch-13 It No-13.10 Pg No.57of105Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.Each171.0171.03.0FalseNoneNoneFalseNoneFalse513.00
3211033110527NoneElec Vol-6 PART-3 Ch-3 It No - 3.6.4 Pg No.9of105Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Stepped fan regulator.Each357.0357.03.0FalseNoneNoneFalseNoneFalse1071.00
3211034110527NoneElec Vol-6 PART-3 Ch-3 It No - 3.5.6 Pg No.8of105Supplying 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. - 12ModuleEach344.0344.03.0FalseNoneNoneFalseNoneFalse1032.00
3211035110527NoneElec Vol-6 PART-3 Ch-3 It No - 3.4.6 Pg No.08of105Supplying 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 - 10-12WayEach319.0319.03.0FalseNoneNoneFalseNoneFalse957.00
3211036110527NoneElec Vol-6 PART-3 Ch-3 It No -3.6.1 Pg No.09of105Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way switch.Each102.0102.024.0FalseNoneNoneFalseNoneFalse2448.00
3211037110527NoneElec Vol-6 PART-3 Ch-3 It No -3.6.3 Pg No.09of105B) 6Amps Three way socket.Each171.0171.03.0FalseNoneNoneFalseNoneFalse513.00
3211038110527NoneElec Vol-6 PART-3 Ch-3 It No -3.14.5 Pg No.10of105C) ceiling roseEach78.078.03.0FalseNoneNoneFalseNoneFalse234.00
3211039110527NoneElec Vol-6 PART-3 Ch-5 It No -5.6.6 Pg No.14of105Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 20"x20"x2.5"Each326.13326.133.0FalseNoneNoneFalseNoneFalse978.390
3211040110527NoneElec Vol-6 PART-3 Ch-2 It No -2.3.2 Pg No.5of105Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. - 1.5sqmm.Mtr26.026.0240.0FalseNoneNoneFalseNoneFalse6240.00
3211041110527NoneElec Vol-6 PART-3 Ch-2 It No -2.3.4 Pg No.5of105B.4.0sqmm.Mtr63.063.090.0FalseNoneNoneFalseNoneFalse5670.00
3211042110527NoneElec Vol-6 PART-3 Ch-5 It No -5.18.4 Pg No.2of105Supplying 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. 6-32 Amps DPEach739.0739.03.0FalseNoneNoneFalseNoneFalse2217.00
3211043110527NoneElec Vol-6 PART-3 Ch-5 It No -5.30 Pg No.19of105Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter.Each1380.01380.03.0FalseNoneNoneFalseNoneFalse4140.00
3211044110527NoneKEB DepositK.E.B DepositEach5155.05155.03.0FalseNoneNoneFalseNoneFalse15465.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17171498530000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17171498530000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17171498530001NoneNoneELIGIBILITYConstitutional or Legal Status of the TendererNone
17171498530000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17171498530000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17171509810000NoneNoneELIGIBILITYLatest Income Tax Clearance CertificateNone
17171509860000NoneNoneELIGIBILITYPrincipal Place of Business.None
17171509930000NoneNoneELIGIBILITYAssessed Tender Capacity shall be more than the Tendered AmountNone
17171509970000NoneNoneELIGIBILITYGST Will be Paid Separately to the Executed QuantitiesNone
17171510010000NoneNoneELIGIBILITYThe tenderer shall note that, the increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time.None
17171510050000NoneNoneELIGIBILITYIf the tenderer has quoted below the schedule-B amount the difference amount should be paid in the form of F.D.R / B G / DD in the name of Executive Engineer,PWD Division Hosapete and Upload the scanned copy of the same in e-portal at the time of applying the tender. The Same Scanned copy for Different work will be liable for Rejection and Original DD / FDR / BG should be submitted to this office at before opening of the BidNone
17171510100000NoneNoneELIGIBILITYIf the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause.None
17171510260000NoneNoneELIGIBILITYThe work should be completed in 09 (Nine) Months ( including monsoon)None
17171510400000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 2020-21 2021-22 2022-23 & 2023-24(a) achieved in at least TWO financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.46.92Lakhs. (Not below the rank of Charterd Accountant)None
17171510500000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20 2020-21 2021-22 2022-23 & 2023-24 (b) satisfactorily completed (at least 50% of the contract value) as prime contractor, at least one similar nature of work (Building) of Rs.23.46 Lakhs. (Not Below the rank of Executive Engineer)None
17171510550000NoneNoneELIGIBILITYThe deffect liability period is one year from the date of actual completion of work.None
17171510640000NoneNoneELIGIBILITYAny dispute or difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalid thereof shall be referred and settled under the Arbitration centre Karnataka (Domastic and international Rules 2012,by one or more arbitratiors appointed in accordance with its rulesNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneProposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)NoneNone
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20 2020-21 2021-22 2022-23 & 2023-24 (b) satisfactorily completed (at least 50% of the contract value) as prime contractor, at least one similar nature of work (Building) of Rs.23.46 Lakhs. (Not Below the rank of Executive Engineer)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneRegistration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 2020-21 2021-22 2022-23 & 2023-24(a) achieved in at least TWO financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.46.92Lakhs. (Not below the rank of Charterd Accountant)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Registration CertificateTrueTechnical Bid
Annual Turnover Certificate Not below the rank of Charterd AccountantTrueTechnical Bid
Single Work Done Certificate Not Below the rank of Executive EngineerTrueTechnical Bid
GST CERTIFICATETrueTechnical Bid
Principal Place of Business.TrueTechnical Bid
Tender Bid CapacityTrueTechnical Bid
List of Existing commitments & Ongoing works- Format-5TrueTechnical Bid
List of works for which tenders acceptence letter received-Format-6TrueTechnical Bid
List of works for which tenders already submitted-Format-7TrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
BuildingsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Nelagondanahalli Village Harapanahalli Taluk Jagalur Constituency.NoneNoneNoneNoneNoneNone
BuildingsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Arasapura village Harapanahalli Taluk jagalur Constituency.NoneNoneNoneNoneNoneNone
BuildingsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Hosakote Village Harapanahalli Taluk Jagalur Constituency.NoneNoneNoneNoneNoneNone
BuildingsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Arasikere Village Harapanahalli taluk Jagalur Constituency.NoneNoneNoneNoneNoneNone
BuildingsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Nelagondanahalli Village in Harapanahalli Taluk Jagalur Constituency.NoneNoneNoneNoneNoneNone
BuildingsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Arasapura village Harapanahalli taluk Jagalur constituency.NoneNoneNoneNoneNoneNone
BuildingsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Hosakote Village in Harapanahalli Taluk Jagalur Constituency.NoneNoneNoneNoneNoneNone
BuildingsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Nelagondanahalli, Arasapura, Hosakote Villages in Harapanahalli Taluk Jagalur Constituency.NoneNoneNoneNoneNoneNone
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tenderRecallDTONone