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noticeInvitingTenderDTO	createdTs 1718793227703 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1180.00 emd 94000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 28-06-2024 16:00:00 tenderQueryClose 27-06-2024 16:00:00 technicalBidOpen 29-06-2024 16:30:00 publishedDate 19-06-2024 16:08:21 publishedByPost PWD_EE_DIV_HSPT publishedByUser KPE10057 - DEVADASA T bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08394200231 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1718793227707 version 11 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT6725/CALL-2 title Construction 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) description Construction 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) category WORKS categoryText Works ecv 4692733.00 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1694 locationName PWD Division Office Hosapete provisionalAmount 5539856.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/HPH/DMF-2023/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718793228000 0 None None Buildings Construction of Hitech Toilet to GHP School of Nelagondanahalli Village in Harapanahalli Taluk Jagalur Constituency. 443553.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3310809 115612 None PWD SR.2023-24 V1 Pg-5 Item No.1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 11.48 False None None False None False 2917.068 0 3310810 115612 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 2.19 False None None False None False 13024.368 0 3310811 115612 None PWD SR.2023-24 V2 Pg-9 Item No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6515.25 6515.25 4.9 False None None False None False 31924.725 0 3310812 115612 None PWD SR.2023-24 V2 Pg-9 Item No.5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 3.67 False None None False None False 24620.0115 0 3310813 115612 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 0.82 False None None False None False 5352.837 0 3310814 115612 None PWD SR.2023-24 V2 Pg-44 Item No8.19.1 Providing 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. Sqm 267.75 267.75 7.7 False None None False None False 2061.675 0 3310815 115612 None PWD DSR.2023-24 V1 Pg-7 Item No1.9 Filling 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. Cum 279.3 279.3 11.48 False None None False None False 3206.364 0 3310816 115612 None PWD SR.2023-24 V2 Pg-14 Item No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 9.01 False None None False None False 75390.7245 0 3310817 115612 None PWD SR.2023-24 V2 Pg-14 Item No.6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 1084.65 1084.65 15.73 False None None False None False 17061.5445 0 3310818 115612 None PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.64 False None None False None False 4249.056 0 3310819 115612 None PWD SR.2023-24 V1 Pg-112 item number 14 Formwork for Lintel 60 percent Cum 3983.49 3983.49 0.64 False None None False None False 2549.4336 0 3310820 115612 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.64 False None None False None False 18378.36 0 3310821 115612 None PWD SR.2023-24 V1 Pg-112 Formwork for toilet Slab Cum 3480.75 3480.75 2.64 False None None False None False 9189.18 0 3310822 115612 None PWD SR.2023-24 V1 Pg-18 Item No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings Tonne 93929.85 93929.85 0.26 False None None False None False 24421.761 0 3310823 115612 None PWD SR.2023-24 V2 Pg-42 Item No.8.5.2 Providing 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. Sqm 366.45 366.45 102.42 False None None False None False 37531.809 0 3310824 115612 None PWD SR.2023-24 V2 Pg-71 Item No.10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sqm 1161.3 1161.3 24.57 False None None False None False 28533.141 0 3310825 115612 None PWD SR.2023-24 V2 Pg-85 Item No.11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 176.4 176.4 24.3 False None None False None False 4286.52 0 3310826 115612 None PWD SR.2023-24 V2 Pg-60 Item No.9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 933.45 933.45 10.86 False None None False None False 10137.267 0 3310827 115612 None PWD SR.2023-24 V2 Pg-45 Item No.8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.85 143.85 48.62 False None None False None False 6993.987 0 3310828 115612 None PWD SR.2023-24 V2 Pg-45 Item No.8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 93.45 93.45 38.61 False None None False None False 3608.1045 0 3310829 115612 None PWD SR.2023-24 V2 Pg-63 Item No.9.27 Providing 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. Sqm 2507.4 2507.4 3.24 False None None False None False 8123.976 0 3310830 115612 None PWD SR.2023-24 V2 Pg-77 Item No. 11.5.2 Providing 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. Sqm 4454.1 4454.1 3.24 False None None False None False 14431.284 0 3310831 115612 None PWD SR 2023-24, V-2 I No.12.54 P-105 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Mtr 333.9 333.9 10.2 False None None False None False 3405.78 0 3310832 115612 None PWD SR 2023-24, V-2 I No.12.55.2 P-106 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. -do- with one side prelam Sqm 2142.0 2142.0 2.7 False None None False None False 5783.4 0 3310833 115612 None PWD SR.2023-24 V2 Pg-123 I.No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base suooort for tank. Ltr 9.45 9.45 1000.0 False None None False None False 9450.0 0 3310834 115612 None PWD SR.2023-24 V2 Pg-123 I.No.13.31.5 Providing 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 Pipes Mtr 562.8 562.8 30.0 False None None False None False 16884.0 0 3310835 115612 None PWD SR.2023-24 V2 Pg-A-123 Item No.14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Pan 5128.2 5128.2 2.0 False None None False None False 10256.4 0 3310836 115612 None PWD SR.2023-24 V2 Pg-A-123 Item No.14.4.1 Providing 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 cistern Each 4676.7 4676.7 6.0 False None None False None False 28060.2 0 3310837 115612 None RWS SR.2023-24 V5 Pg-149 Item No.13.4 Providing, 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) Each 10678.5 10678.5 1.0 False None None False None False 10678.5 0 3310838 115612 None RWS SR.2023-24 V5 Pg-161 Item No.13.22.1 Supply 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 m2 Mtr 68.25 68.25 20.0 False None None False None False 1365.0 0 3310839 115612 None PWD SR 2023-24, V-2 I No:13.2.1 P-115 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore No 300.3 300.3 8.0 False None None False None False 2402.4 0 3310840 115612 None PWD SR 2023-24, V-1 I No:1.6.1 P-6 Earth 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 1.50m Cum 508.2 508.2 4.05 False None None False None False 2058.21 0 3310841 115612 None PWD SR 2023-24, V-1 I No:1.10 P-7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 168.0 168.0 4.05 False None None False None False 680.4 0 3310842 115612 None PWD SR 2023-24, V-5 I No:10.2.2 P-114 Supplying 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. Mtr 302.4 302.4 15.0 False None None False None False 4536.0 0 1718793228000 0 None None Buildings Construction of Hitech Toilet to GHP School Arasapura Village in Harapanahalli Taluk Jagalur Constituency. 443553.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3310843 115613 None PWD SR.2023-24 V1 Pg-5 Item No.1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 11.48 False None None False None False 2917.068 0 3310844 115613 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 2.19 False None None False None False 13024.368 0 3310845 115613 None PWD SR.2023-24 V2 Pg-9 Item No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6515.25 6515.25 4.9 False None None False None False 31924.725 0 3310846 115613 None PWD SR.2023-24 V2 Pg-9 Item No.5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 3.67 False None None False None False 24620.0115 0 3310847 115613 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 0.82 False None None False None False 5352.837 0 3310848 115613 None PWD SR.2023-24 V2 Pg-44 Item No8.19.1 Providing 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. Sqm 267.75 267.75 7.7 False None None False None False 2061.675 0 3310849 115613 None PWD DSR.2023-24 V1 Pg-7 Item No1.9 Filling 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. Cum 279.3 279.3 11.48 False None None False None False 3206.364 0 3310850 115613 None PWD SR.2023-24 V2 Pg-14 Item No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 9.01 False None None False None False 75390.7245 0 3310851 115613 None PWD SR.2023-24 V2 Pg-14 Item No.6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 1084.65 1084.65 15.73 False None None False None False 17061.5445 0 3310852 115613 None PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.64 False None None False None False 4249.056 0 3310853 115613 None PWD SR.2023-24 V1 Pg-112 item number 14 Formwork for Lintel 60 percent Cum 3983.49 3983.49 0.64 False None None False None False 2549.4336 0 3310854 115613 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.64 False None None False None False 18378.36 0 3310855 115613 None PWD SR.2023-24 V1 Pg-112 Formwork for toilet Slab Cum 3480.75 3480.75 2.64 False None None False None False 9189.18 0 3310856 115613 None PWD SR.2023-24 V1 Pg-18 Item No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings Tonne 93929.85 93929.85 0.26 False None None False None False 24421.761 0 3310857 115613 None PWD SR.2023-24 V2 Pg-42 Item No.8.5.2 Providing 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. Sqm 366.45 366.45 102.42 False None None False None False 37531.809 0 3310858 115613 None PWD SR.2023-24 V2 Pg-71 Item No.10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sqm 1161.3 1161.3 24.57 False None None False None False 28533.141 0 3310859 115613 None PWD SR.2023-24 V2 Pg-85 Item No.11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 176.4 176.4 24.3 False None None False None False 4286.52 0 3310860 115613 None PWD SR.2023-24 V2 Pg-60 Item No.9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 933.45 933.45 10.86 False None None False None False 10137.267 0 3310861 115613 None PWD SR.2023-24 V2 Pg-45 Item No.8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.85 143.85 48.62 False None None False None False 6993.987 0 3310862 115613 None PWD SR.2023-24 V2 Pg-45 Item No.8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 93.45 93.45 38.61 False None None False None False 3608.1045 0 3310863 115613 None PWD SR.2023-24 V2 Pg-63 Item No.9.27 Providing 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. Sqm 2507.4 2507.4 3.24 False None None False None False 8123.976 0 3310864 115613 None PWD SR.2023-24 V2 Pg-77 Item No. 11.5.2 Providing 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. Sqm 4454.1 4454.1 3.24 False None None False None False 14431.284 0 3310865 115613 None PWD SR 2023-24, V-2 I No.12.54 P-105 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Mtr 333.9 333.9 10.2 False None None False None False 3405.78 0 3310866 115613 None PWD SR 2023-24, V-2 I No.12.55.2 P-106 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. -do- with one side prelam Sqm 2142.0 2142.0 2.7 False None None False None False 5783.4 0 3310867 115613 None PWD SR.2023-24 V2 Pg-123 I.No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base suooort for tank. Ltr 9.45 9.45 1000.0 False None None False None False 9450.0 0 3310868 115613 None PWD SR.2023-24 V2 Pg-123 I.No.13.31.5 Providing 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 Pipes Mtr 562.8 562.8 30.0 False None None False None False 16884.0 0 3310869 115613 None PWD SR.2023-24 V2 Pg-A-123 Item No.14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Pan 5128.2 5128.2 2.0 False None None False None False 10256.4 0 3310870 115613 None PWD SR.2023-24 V2 Pg-A-123 Item No.14.4.1 Providing 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 cistern Each 4676.7 4676.7 6.0 False None None False None False 28060.2 0 3310871 115613 None RWS SR.2023-24 V5 Pg-149 Item No.13.4 Providing, 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) Each 10678.5 10678.5 1.0 False None None False None False 10678.5 0 3310872 115613 None RWS SR.2023-24 V5 Pg-161 Item No.13.22.1 Supply 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 m2 Mtr 68.25 68.25 20.0 False None None False None False 1365.0 0 3310873 115613 None PWD SR 2023-24, V-2 I No:13.2.1 P-115 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore No 300.3 300.3 8.0 False None None False None False 2402.4 0 3310874 115613 None PWD SR 2023-24, V-1 I No:1.6.1 P-6 Earth 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 1.50m Cum 508.2 508.2 4.05 False None None False None False 2058.21 0 3310875 115613 None PWD SR 2023-24, V-1 I No:1.10 P-7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 168.0 168.0 4.05 False None None False None False 680.4 0 3310876 115613 None PWD SR 2023-24, V-5 I No:10.2.2 P-114 Supplying 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. Mtr 302.4 302.4 15.0 False None None False None False 4536.0 0 1718793228000 0 None None Buildings Construction of Hitech Toilet to GHP School Hosakote Village in Harapanahalli Taluk Jagalur Constituency. 443553.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3310877 115614 None PWD SR.2023-24 V1 Pg-5 Item No.1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 11.48 False None None False None False 2917.068 0 3310878 115614 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 2.19 False None None False None False 13024.368 0 3310879 115614 None PWD SR.2023-24 V2 Pg-9 Item No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6515.25 6515.25 4.9 False None None False None False 31924.725 0 3310880 115614 None PWD SR.2023-24 V2 Pg-9 Item No.5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 3.67 False None None False None False 24620.0115 0 3310881 115614 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 0.82 False None None False None False 5352.837 0 3310882 115614 None PWD SR.2023-24 V2 Pg-44 Item No8.19.1 Providing 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. Sqm 267.75 267.75 7.7 False None None False None False 2061.675 0 3310883 115614 None PWD DSR.2023-24 V1 Pg-7 Item No1.9 Filling 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. Cum 279.3 279.3 11.48 False None None False None False 3206.364 0 3310884 115614 None PWD SR.2023-24 V2 Pg-14 Item No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 9.01 False None None False None False 75390.7245 0 3310885 115614 None PWD SR.2023-24 V2 Pg-14 Item No.6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 1084.65 1084.65 15.73 False None None False None False 17061.5445 0 3310886 115614 None PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.64 False None None False None False 4249.056 0 3310887 115614 None PWD SR.2023-24 V1 Pg-112 item number 14 Formwork for Lintel 60 percent Cum 3983.49 3983.49 0.64 False None None False None False 2549.4336 0 3310888 115614 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.64 False None None False None False 18378.36 0 3310889 115614 None PWD SR.2023-24 V1 Pg-112 Formwork for toilet Slab Cum 3480.75 3480.75 2.64 False None None False None False 9189.18 0 3310890 115614 None PWD SR.2023-24 V1 Pg-18 Item No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings Tonne 93929.85 93929.85 0.26 False None None False None False 24421.761 0 3310891 115614 None PWD SR.2023-24 V2 Pg-42 Item No.8.5.2 Providing 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. Sqm 366.45 366.45 102.42 False None None False None False 37531.809 0 3310892 115614 None PWD SR.2023-24 V2 Pg-71 Item No.10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sqm 1161.3 1161.3 24.57 False None None False None False 28533.141 0 3310893 115614 None PWD SR.2023-24 V2 Pg-85 Item No.11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 176.4 176.4 24.3 False None None False None False 4286.52 0 3310894 115614 None PWD SR.2023-24 V2 Pg-60 Item No.9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 933.45 933.45 10.86 False None None False None False 10137.267 0 3310895 115614 None PWD SR.2023-24 V2 Pg-45 Item No.8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.85 143.85 48.62 False None None False None False 6993.987 0 3310896 115614 None PWD SR.2023-24 V2 Pg-45 Item No.8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 93.45 93.45 38.61 False None None False None False 3608.1045 0 3310897 115614 None PWD SR.2023-24 V2 Pg-63 Item No.9.27 Providing 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. Sqm 2507.4 2507.4 3.24 False None None False None False 8123.976 0 3310898 115614 None PWD SR.2023-24 V2 Pg-77 Item No. 11.5.2 Providing 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. Sqm 4454.1 4454.1 3.24 False None None False None False 14431.284 0 3310899 115614 None PWD SR 2023-24, V-2 I No.12.54 P-105 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Mtr 333.9 333.9 10.2 False None None False None False 3405.78 0 3310900 115614 None PWD SR 2023-24, V-2 I No.12.55.2 P-106 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. -do- with one side prelam Sqm 2142.0 2142.0 2.7 False None None False None False 5783.4 0 3310901 115614 None PWD SR.2023-24 V2 Pg-123 I.No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base suooort for tank. Ltr 9.45 9.45 1000.0 False None None False None False 9450.0 0 3310902 115614 None PWD SR.2023-24 V2 Pg-123 I.No.13.31.5 Providing 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 Pipes Mtr 562.8 562.8 30.0 False None None False None False 16884.0 0 3310903 115614 None PWD SR.2023-24 V2 Pg-A-123 Item No.14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Pan 5128.2 5128.2 2.0 False None None False None False 10256.4 0 3310904 115614 None PWD SR.2023-24 V2 Pg-A-123 Item No.14.4.1 Providing 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 cistern Each 4676.7 4676.7 6.0 False None None False None False 28060.2 0 3310905 115614 None RWS SR.2023-24 V5 Pg-149 Item No.13.4 Providing, 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) Each 10678.5 10678.5 1.0 False None None False None False 10678.5 0 3310906 115614 None RWS SR.2023-24 V5 Pg-161 Item No.13.22.1 Supply 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 m2 Mtr 68.25 68.25 20.0 False None None False None False 1365.0 0 3310907 115614 None PWD SR 2023-24, V-2 I No:13.2.1 P-115 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore No 300.3 300.3 8.0 False None None False None False 2402.4 0 3310908 115614 None PWD SR 2023-24, V-1 I No:1.6.1 P-6 Earth 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 1.50m Cum 508.2 508.2 4.05 False None None False None False 2058.21 0 3310909 115614 None PWD SR 2023-24, V-1 I No:1.10 P-7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 168.0 168.0 4.05 False None None False None False 680.4 0 3310910 115614 None PWD SR 2023-24, V-5 I No:10.2.2 P-114 Supplying 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. Mtr 302.4 302.4 15.0 False None None False None False 4536.0 0 1718793228000 0 None None Buildings Construction of Hitech Toilet to GHP School Arasikere Village in Harapanahalli Taluk Jagalur Constituency 443553.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3310911 115615 None PWD SR.2023-24 V1 Pg-5 Item No.1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 11.48 False None None False None False 2917.068 0 3310912 115615 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 2.19 False None None False None False 13024.368 0 3310913 115615 None PWD SR.2023-24 V2 Pg-9 Item No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6515.25 6515.25 4.9 False None None False None False 31924.725 0 3310914 115615 None PWD SR.2023-24 V2 Pg-9 Item No.5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 3.67 False None None False None False 24620.0115 0 3310915 115615 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 0.82 False None None False None False 5352.837 0 3310916 115615 None PWD SR.2023-24 V2 Pg-44 Item No8.19.1 Providing 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. Sqm 267.75 267.75 7.7 False None None False None False 2061.675 0 3310917 115615 None PWD DSR.2023-24 V1 Pg-7 Item No1.9 Filling 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. Cum 279.3 279.3 11.48 False None None False None False 3206.364 0 3310918 115615 None PWD SR.2023-24 V2 Pg-14 Item No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 9.01 False None None False None False 75390.7245 0 3310919 115615 None PWD SR.2023-24 V2 Pg-14 Item No.6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 1084.65 1084.65 15.73 False None None False None False 17061.5445 0 3310920 115615 None PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.64 False None None False None False 4249.056 0 3310921 115615 None PWD SR.2023-24 V1 Pg-112 item number 14 Formwork for Lintel 60 percent Cum 3983.49 3983.49 0.64 False None None False None False 2549.4336 0 3310922 115615 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.64 False None None False None False 18378.36 0 3310923 115615 None PWD SR.2023-24 V1 Pg-112 Formwork for toilet Slab Cum 3480.75 3480.75 2.64 False None None False None False 9189.18 0 3310924 115615 None PWD SR.2023-24 V1 Pg-18 Item No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings Tonne 93929.85 93929.85 0.26 False None None False None False 24421.761 0 3310925 115615 None PWD SR.2023-24 V2 Pg-42 Item No.8.5.2 Providing 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. Sqm 366.45 366.45 102.42 False None None False None False 37531.809 0 3310926 115615 None PWD SR.2023-24 V2 Pg-71 Item No.10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. Sqm 1161.3 1161.3 24.57 False None None False None False 28533.141 0 3310927 115615 None PWD SR.2023-24 V2 Pg-85 Item No.11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 176.4 176.4 24.3 False None None False None False 4286.52 0 3310928 115615 None PWD SR.2023-24 V2 Pg-60 Item No.9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 933.45 933.45 10.86 False None None False None False 10137.267 0 3310929 115615 None PWD SR.2023-24 V2 Pg-45 Item No.8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.85 143.85 48.62 False None None False None False 6993.987 0 3310930 115615 None PWD SR.2023-24 V2 Pg-45 Item No.8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 93.45 93.45 38.61 False None None False None False 3608.1045 0 3310931 115615 None PWD SR.2023-24 V2 Pg-63 Item No.9.27 Providing 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. Sqm 2507.4 2507.4 3.24 False None None False None False 8123.976 0 3310932 115615 None PWD SR.2023-24 V2 Pg-77 Item No. 11.5.2 Providing 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. Sqm 4454.1 4454.1 3.24 False None None False None False 14431.284 0 3310933 115615 None PWD SR 2023-24, V-2 I No.12.54 P-105 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Mtr 333.9 333.9 10.2 False None None False None False 3405.78 0 3310934 115615 None PWD SR 2023-24, V-2 I No.12.55.2 P-106 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. -do- with one side prelam Sqm 2142.0 2142.0 2.7 False None None False None False 5783.4 0 3310935 115615 None PWD SR.2023-24 V2 Pg-123 I.No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base suooort for tank. Ltr 9.45 9.45 1000.0 False None None False None False 9450.0 0 3310936 115615 None PWD SR.2023-24 V2 Pg-123 I.No.13.31.5 Providing 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 Pipes Mtr 562.8 562.8 30.0 False None None False None False 16884.0 0 3310937 115615 None PWD SR.2023-24 V2 Pg-A-123 Item No.14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Pan 5128.2 5128.2 2.0 False None None False None False 10256.4 0 3310938 115615 None PWD SR.2023-24 V2 Pg-A-123 Item No.14.4.1 Providing 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 cistern Each 4676.7 4676.7 6.0 False None None False None False 28060.2 0 3310939 115615 None RWS SR.2023-24 V5 Pg-149 Item No.13.4 Providing, 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) Each 10678.5 10678.5 1.0 False None None False None False 10678.5 0 3310940 115615 None RWS SR.2023-24 V5 Pg-161 Item No.13.22.1 Supply 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 m2 Mtr 68.25 68.25 20.0 False None None False None False 1365.0 0 3310941 115615 None PWD SR 2023-24, V-2 I No:13.2.1 P-115 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore No 300.3 300.3 8.0 False None None False None False 2402.4 0 3310942 115615 None PWD SR 2023-24, V-1 I No:1.6.1 P-6 Earth 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 1.50m Cum 508.2 508.2 4.05 False None None False None False 2058.21 0 3310943 115615 None PWD SR 2023-24, V-1 I No:1.10 P-7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 168.0 168.0 4.05 False None None False None False 680.4 0 3310944 115615 None PWD SR 2023-24, V-5 I No:10.2.2 P-114 Supplying 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. Mtr 302.4 302.4 15.0 False None None False None False 4536.0 0 1718793228000 0 None None Buildings Construction of School Building to GHP School of Nelagondanahalli Village in Harapanahalli Taluk Jagalur Constituency. 952859.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3310945 115616 None PWD SR.2023-24 V1 Pg-5 Item No.1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 37.21 False None None False None False 9455.061 0 3310946 115616 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 9.01 False None None False None False 53584.272 0 3310947 115616 None PWD SR.2023-24 V2 Pg-9 Item No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6515.25 6515.25 12.61 False None None False None False 82157.3025 0 3310948 115616 None PWD SR.2023-24 V2 Pg-9 Item No.5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 7.85 False None None False None False 52661.3325 0 3310949 115616 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 1.67 False None None False None False 10901.5095 0 3310950 115616 None PWD SR.2023-24 V2 Pg-44 Item No8.19.1 Providing 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. Sqm 267.75 267.75 13.89 False None None False None False 3719.0475 0 3310951 115616 None PWD SR.2023-24 V1 Pg-7 Item No1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 37.21 False None None False None False 10392.753 0 3310952 115616 None PWD SR.2023-24 V1 Pg-7 Item No1.1 Filling 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. Cum 454.65 454.65 1.6 False None None False None False 727.44 0 3310953 115616 None PWD SR.2023-24 V2 Pg-14 Item No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 14.37 False None None False None False 120240.2565 0 3310954 115616 None PWD SR.2023-24 V1 Pg-15 Item No.2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 3.77 False None None False None False 24887.0895 0 3310955 115616 None PWD SR.2023-24 V1 Pg-111 Item No.1 b Formwork,Centering & Scaffolding for footing 3 percent Cum 198.04 198.04 3.77 False None None False None False 746.6108 0 3310956 115616 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 4.06 False None None False None False 28263.69 0 3310957 115616 None PWD SR.2023-24 V1 Pg-111 Item No.9 Formwork,Centering & Scaffolding for Column 70 percent Cum 4873.05 4873.05 4.06 False None None False None False 19784.583 0 3310958 115616 None PWD SR.2023-24 V1 Pg-16 Item No.2.3.1 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 1.93 False None None False None False 12813.5595 0 3310959 115616 None PWD SR.2023-24 V1 Pg-111 Item No.2 Formwork,Centering & Scaffolding for Plinth beam 50 percent Cum 3319.58 3319.58 1.93 False None None False None False 6406.7894 0 3310960 115616 None PWD SR.2023-24 V1 Pg-16 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.85 False None None False None False 5643.2775 0 3310961 115616 None PWD SR.2023-24 V1 Pg-112 Item No.14 Formwork,Centering & Scaffolding for Lintel 60percent Cum 3983.49 3983.49 0.85 False None None False None False 3385.9665 0 3310962 115616 None PWD SR.2023-24 V1 Pg-16 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.5 False None None False None False 17403.75 0 3310963 115616 None PWD SR.2023-24 V1 Pg-112 Item No.14 Formwork,Centering & Scaffolding for Roof Beam 60 percent Cum 4176.9 4176.9 2.5 False None None False None False 10442.25 0 3310964 115616 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 8.57 False None None False None False 59660.055 0 3310965 115616 None PWD SR.2023-24 V1 Pg-112 Item No.15 Formwork,Centering & Scaffolding for Roof slab 50 percent Cum 3480.75 3480.75 8.57 False None None False None False 29830.0275 0 3310966 115616 None PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.14 False None None False None False 929.481 0 3310967 115616 None PWD SR.2023-24 V1 Pg-112 Item No.19 Formwork,Centering & Scaffolding for Chejja 45 percent Cum 2987.62 2987.62 0.14 False None None False None False 418.2668 0 3310968 115616 None PWD SR.2023-24 V1 Pg-18 Item No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings Tonne 93929.85 93929.85 1.69 False None None False None False 158741.4465 0 3310969 115616 None PWD SR.2023-24 V2 Pg-42 Item No.8.5.2 Providing 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. Sqm 366.45 366.45 153.51 False None None False None False 56253.7395 0 3310970 115616 None PWD SR.2023-24 V2 Pg-77 Item No. 11.5.2 Providing 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. Sqm 4454.1 4454.1 2.2 False None None False None False 9799.02 0 3310971 115616 None PWD SR.2023-24 V2 Pg-79 Item No.11.11.1 Providing 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. Kgs 155.4 155.4 144.0 False None None False None False 22377.6 0 3310972 115616 None PWD SR.2023-24 V2 Pg-85 Item No.11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 176.4 176.4 116.64 False None None False None False 20575.296 0 3310973 115616 None PWD SR.2023-24 V2 Pg-60 Item No.9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm Sqm 1202.25 1202.25 50.56 False None None False None False 60785.76 0 3310974 115616 None PWD SR.2023-24 V2 Pg-65 Item No.9.38 Providing 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. Sqm 1461.6 1461.6 4.53 False None None False None False 6621.048 0 3310975 115616 None PWD SR.2023-24 V2 Pg-45 Item No.8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.85 143.85 118.75 False None None False None False 17082.1875 0 3310976 115616 None PWD SR.2023-24 V2 Pg-45 Item No.8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 93.45 93.45 77.0 False None None False None False 7195.65 0 3310977 115616 None PWD SR.2023-24 V2 Pg-47 Item No.8.33.3 Painting 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. Sqm 145.95 145.95 19.1 False None None False None False 2787.645 0 3310978 115616 None PWD SR.2023-24 V2 Pg-84 Item No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge. Kgs 144.9 144.9 115.5 False None None False None False 16735.95 0 3310979 115616 None PWD SR. 2023-24 V-3 Pg- 78 It No.8.54 Providing 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. 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1718793228000 0 None None Buildings Construction of School Building to GHP School of Arasapura Village in Harapanahalli Taluk Jagalur Constituency 1075891.3 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3310980 115617 None PWD SR.2023-24 V1 Pg-5 Item No.1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 37.21 False None None False None False 9455.061 0 3310981 115617 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 9.01 False None None False None False 53584.272 0 3310982 115617 None PWD SR.2023-24 V2 Pg-9 Item No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6515.25 6515.25 12.61 False None None False None False 82157.3025 0 3310983 115617 None PWD SR.2023-24 V2 Pg-9 Item No.5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 7.85 False None None False None False 52661.3325 0 3310984 115617 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 1.67 False None None False None False 10901.5095 0 3310985 115617 None PWD SR.2023-24 V2 Pg-44 Item No8.19.1 Providing 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. Sqm 267.75 267.75 13.89 False None None False None False 3719.0475 0 3310986 115617 None PWD SR.2023-24 V1 Pg-7 Item No1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 37.21 False None None False None False 10392.753 0 3310987 115617 None PWD SR.2023-24 V1 Pg-7 Item No1.1 Filling 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. Cum 454.65 454.65 1.6 False None None False None False 727.44 0 3310988 115617 None PWD SR.2023-24 V2 Pg-14 Item No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 14.37 False None None False None False 120240.2565 0 3310989 115617 None PWD SR.2023-24 V1 Pg-15 Item No.2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 3.77 False None None False None False 24887.0895 0 3310990 115617 None PWD SR.2023-24 V1 Pg-111 Item No.1 b Formwork,Centering & Scaffolding for footing 3 percent Cum 198.04 198.04 3.77 False None None False None False 746.6108 0 3310991 115617 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 4.06 False None None False None False 28263.69 0 3310992 115617 None PWD SR.2023-24 V1 Pg-111 Item No.9 Formwork,Centering & Scaffolding for Column 70 percent Cum 4873.05 4873.05 4.06 False None None False None False 19784.583 0 3310993 115617 None PWD SR.2023-24 V1 Pg-16 Item No.2.3.1 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 1.93 False None None False None False 12813.5595 0 3310994 115617 None PWD SR.2023-24 V1 Pg-111 Item No.2 Formwork,Centering & Scaffolding for Plinth beam 50 percent Cum 3319.58 3319.58 1.93 False None None False None False 6406.7894 0 3310995 115617 None PWD SR.2023-24 V1 Pg-16 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.85 False None None False None False 5643.2775 0 3310996 115617 None PWD SR.2023-24 V1 Pg-112 Item No.14 Formwork,Centering & Scaffolding for Lintel 60percent Cum 3983.49 3983.49 0.85 False None None False None False 3385.9665 0 3310997 115617 None PWD SR.2023-24 V1 Pg-16 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.5 False None None False None False 17403.75 0 3310998 115617 None PWD SR.2023-24 V1 Pg-112 Item No.14 Formwork,Centering & Scaffolding for Roof Beam 60 percent Cum 4176.9 4176.9 2.5 False None None False None False 10442.25 0 3310999 115617 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 8.57 False None None False None False 59660.055 0 3311000 115617 None PWD SR.2023-24 V1 Pg-112 Item No.15 Formwork,Centering & Scaffolding for Roof slab 50 percent Cum 3480.75 3480.75 8.57 False None None False None False 29830.0275 0 3311001 115617 None PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.14 False None None False None False 929.481 0 3311002 115617 None PWD SR.2023-24 V1 Pg-112 Item No.19 Formwork,Centering & Scaffolding for Chejja 45 percent Cum 2987.62 2987.62 0.14 False None None False None False 418.2668 0 3311003 115617 None PWD SR.2023-24 V1 Pg-18 Item No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings Tonne 93929.85 93929.85 1.69 False None None False None False 158741.4465 0 3311004 115617 None PWD SR.2023-24 V2 Pg-42 Item No.8.5.2 Providing 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. Sqm 366.45 366.45 153.51 False None None False None False 56253.7395 0 3311005 115617 None PWD SR.2023-24 V2 Pg-77 Item No. 11.5.2 Providing 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. Sqm 4454.1 4454.1 2.2 False None None False None False 9799.02 0 3311006 115617 None PWD SR.2023-24 V2 Pg-79 Item No.11.11.1 Providing 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. Kgs 155.4 155.4 144.0 False None None False None False 22377.6 0 3311007 115617 None PWD SR.2023-24 V2 Pg-85 Item No.11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 176.4 176.4 116.64 False None None False None False 20575.296 0 3311008 115617 None PWD SR.2023-24 V2 Pg-60 Item No.9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm Sqm 1202.25 1202.25 50.56 False None None False None False 60785.76 0 3311009 115617 None PWD SR.2023-24 V2 Pg-65 Item No.9.38 Providing 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. Sqm 1461.6 1461.6 4.53 False None None False None False 6621.048 0 3311010 115617 None PWD SR.2023-24 V2 Pg-45 Item No.8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.85 143.85 118.75 False None None False None False 17082.1875 0 3311011 115617 None PWD SR.2023-24 V2 Pg-45 Item No.8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 93.45 93.45 77.0 False None None False None False 7195.65 0 3311012 115617 None PWD SR.2023-24 V2 Pg-47 Item No.8.33.3 Painting 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. Sqm 145.95 145.95 19.1 False None None False None False 2787.645 0 3311013 115617 None PWD SR.2023-24 V2 Pg-84 Item No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge. Kgs 144.9 144.9 115.5 False None None False None False 16735.95 0 3311014 115617 None PWD SR. 2023-24 V-3 Pg- 78 It No.8.54 Providing 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. 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3311015 115617 None PWD SR.2023-24 V2 Pg-165 Item No.19.24 Dismantling 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. Sqm 190.05 190.05 40.26 False None None False None False 7651.413 0 3311016 115617 None PWD SR.2023-24 V2 Pg-163 Item No.19.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. Cum 1746.15 1746.15 40.26 False None None False None False 70299.999 0 3311017 115617 None PWD SR.2023-24 V2 Pg-187 Item No.19.3 Demolishing 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. Cum 2547.3 2547.3 5.03 False None None False None False 12812.919 0 3311018 115617 None PWD SR.2023-24 V2 Pg-188 Item No.19.10.2 Dismantling 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 mortar Cum 1051.05 1051.05 30.7 False None None False None False 32267.235 0 1718793228000 0 None None Buildings Construction of First floor School Building to GHP School of Hosakote Village in Harapanahalli Taluk Jagalur Constituency 816852.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3311019 115618 None PWD SR.2023-24 V1 Pg-5 Item No.1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 2.24 False None None False None False 569.184 0 3311020 115618 None PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 0.25 False None None False None False 1486.8 0 3311021 115618 None PWD SR.2023-24 V1 Pg-15 Item No.2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 0.57 False None None False None False 3762.7695 0 3311022 115618 None PWD SR.2023-24 V1 Pg-111 Item No.1 b Formwork,Centering & Scaffolding for footing 3 percent Cum 198.04 198.04 0.57 False None None False None False 112.8828 0 3311023 115618 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.19 False None None False None False 15245.685 0 3311024 115618 None PWD SR.2023-24 V1 Pg-111 Item No.9 Formwork,Centering & Scaffolding for Column 70 percent Cum 4873.05 4873.05 2.19 False None None False None False 10671.9795 0 3311025 115618 None PWD SR.2023-24 V2 Pg-13 Item No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 10.85 False None None False None False 90786.8325 0 3311026 115618 None PWD SR 2023-24, V-1 I No:2.1.4 P-15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) - Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6593.13 6593.13 0.33 False None None False None False 2175.7329 0 3311027 115618 None PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.66 False None None False None False 4381.839 0 3311028 115618 None PWD SR.2023-24 V1 Pg-112 Item No.14 For Lintel Formwork and lift charges Cum 4049.88 4049.88 0.66 False None None False None False 2672.9208 0 3311029 115618 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.72 False None None False None False 18935.28 0 3311030 115618 None PWD SR.2023-24 V1 Pg-112 Item No.14 For Beam formwork and lift charges Cum 4246.52 4246.52 2.72 False None None False None False 11550.5344 0 3311031 115618 None PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 11.66 False None None False None False 81171.09 0 3311032 115618 None PWD SR.2023-24 V1 Pg-112 Item No.15,16 For Slab Formwork and lift charges Cum 3550.37 3550.37 11.66 False None None False None False 41397.3142 0 3311033 115618 None PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Providing 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 aggregates Cum 6639.15 6639.15 0.14 False None None False None False 929.481 0 3311034 115618 None PWD SR.2023-24 V1 Pg-112 Item No.19 For Chejja formwork and lift charges Cum 2908.58 2908.58 0.14 False None None False None False 407.2012 0 3311035 115618 None PWD SR.2023-24 V1 Pg-18 Item No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings Tonne 94869.15 94869.15 1.39 False None None False None False 131868.1185 0 3311036 115618 None PWD SR.2023-24 V2 Pg-77 Item No. 11.5.2 Providing 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. Sqm 4498.64 4498.64 2.2 False None None False None False 9897.008 0 3311037 115618 None PWD SR.2023-24 V2 Pg-79 Item No.11.11.1 Providing 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. Kgs 155.4 155.4 144.0 False None None False None False 22377.6 0 3311038 115618 None PWD SR.2023-24 V2 Pg-85 Item No.11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 178.16 178.16 116.64 False None None False None False 20780.5824 0 3311039 115618 None PWD SR.2023-24 V2 Pg-50 Item No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 106.05 106.05 52.48 False None None False None False 5565.504 0 3311040 115618 None PWD SR.2023-24 V2 Pg-41 Item No.8.5.2 Providing 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. Sqm 370.11 370.11 151.05 False None None False None False 55905.1155 0 3311041 115618 None PWD SR.2023-24 V2 Pg-60 Item No.9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm Sqm 1214.27 1214.27 37.58 False None None False None False 45632.2666 0 3311042 115618 None PWD SR 2023-24, V-2 I No.9.11 Pg-60 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 942.78 942.78 29.78 False None None False None False 28075.9884 0 3311043 115618 None PWD SR.2023-24 V2 Pg-45 Item No.8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.85 143.85 136.04 False None None False None False 19569.354 0 3311044 115618 None PWD SR.2023-24 V2 Pg-45 Item No.8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 94.38 94.38 87.88 False None None False None False 8294.1144 0 3311045 115618 None PWD SR.2023-24 V2 Pg-48 Item No.8.40 Painting 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. Sqm 121.96 121.96 19.1 False None None False None False 2329.436 0 3311046 115618 None PWD SR. 2023-24 V-2 Pg- 85 I No.11.28 Providing 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-Charge Kgs 593.25 593.25 287.99 False None None False None False 170850.0675 0 3311047 115618 None PWD SR. 2023-24 V-3 Pg- 78 I No.8.54 Providing 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. 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1718793228000 0 None None Buildings Electrical estimate of GHP School at Nelagondanahalli, Arasapura, Hosakote Villages in Harapanahalli Taluk Jagalur Constituency. 72915.39 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3311048 115619 None Elec Vol-6 PART-3 Ch-1 It No - 1.2.1 Pg No.2of105 Concealed 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 necessary Mtr 66.0 66.0 114.0 False None None False None False 7524.0 0 3311049 115619 None Elec Vol-6 PART-3 Ch-2 It No - 2.2.1 Pg No.2of105 Point 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 box Point 269.0 269.0 6.0 False None None False None False 1614.0 0 3311050 115619 None Elec Vol-6 PART-3 Ch-2 It No - 2.2.2 Pg No.2of105 Point wiring : Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 379.0 379.0 6.0 False None None False None False 2274.0 0 3311051 115619 None Elec Vol-6 PART-3 Ch-2 It No - 2.2.3 Pg No.5of105 Point wiring : Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 555.0 555.0 9.0 False None None False None False 4995.0 0 3311052 115619 None Elec Vol-6 PART-3 Ch-3 It No - 3.14.6 PgNo.10of105 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6Amps lamp holder Each 71.0 71.0 15.0 False None None False None False 1065.0 0 3311053 115619 None Elec Vol-6 PART-3 Ch-11 It No-11.3.2 Pg No.43of105 Supplying 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 w Each 690.0 690.0 6.0 False None None False None False 4140.0 0 3311054 115619 None Elec Vol-6 PART-3 Ch-13 It No-13.7.1 Pg No.56of105 Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Rafter / Girders Each 122.0 122.0 6.0 False None None False None False 732.0 0 3311055 115619 None Elec Vol-6 PART-3 Ch-6 It No-6.3.2 Pg No.30of105 Supplying 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 model Each 3031.0 3031.0 3.0 False None None False None False 9093.0 0 3311056 115619 None Elec Vol-6 PART-3 Ch-13 It No-13.10 Pg No.57of105 Fixing 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. Each 171.0 171.0 3.0 False None None False None False 513.0 0 3311057 115619 None Elec Vol-6 PART-3 Ch-3 It No - 3.6.4 Pg No.9of105 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Stepped fan regulator. Each 357.0 357.0 3.0 False None None False None False 1071.0 0 3311058 115619 None Elec Vol-6 PART-3 Ch-3 It No - 3.5.6 Pg No.8of105 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 12Module Each 344.0 344.0 3.0 False None None False None False 1032.0 0 3311059 115619 None Elec Vol-6 PART-3 Ch-3 It No - 3.4.6 Pg No.08of105 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 10-12Way Each 319.0 319.0 3.0 False None None False None False 957.0 0 3311060 115619 None Elec Vol-6 PART-3 Ch-3 It No -3.6.1 Pg No.09of105 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way switch. Each 102.0 102.0 24.0 False None None False None False 2448.0 0 3311061 115619 None Elec Vol-6 PART-3 Ch-3 It No -3.6.3 Pg No.09of105 B) 6Amps Three way socket. Each 171.0 171.0 3.0 False None None False None False 513.0 0 3311062 115619 None Elec Vol-6 PART-3 Ch-3 It No -3.14.5 Pg No.10of105 C) ceiling rose Each 78.0 78.0 3.0 False None None False None False 234.0 0 3311063 115619 None Elec Vol-6 PART-3 Ch-5 It No -5.6.6 Pg No.14of105 Supply 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" Each 326.13 326.13 3.0 False None None False None False 978.39 0 3311064 115619 None Elec Vol-6 PART-3 Ch-2 It No -2.3.2 Pg No.5of105 Wiring 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. Mtr 26.0 26.0 240.0 False None None False None False 6240.0 0 3311065 115619 None Elec Vol-6 PART-3 Ch-2 It No -2.3.4 Pg No.5of105 B.4.0sqmm. Mtr 63.0 63.0 90.0 False None None False None False 5670.0 0 3311066 115619 None Elec Vol-6 PART-3 Ch-5 It No -5.18.4 Pg No.2of105 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps DP Each 739.0 739.0 3.0 False None None False None False 2217.0 0 3311067 115619 None Elec Vol-6 PART-3 Ch-5 It No -5.30 Pg No.19of105 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 3.0 False None None False None False 4140.0 0 3311068 115619 None KEB Deposit K.E.B Deposit Each 5155.0 5155.0 3.0 False None None False None False 15465.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718793228000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718793228000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718793228000 0 None None ELIGIBILITY Constitutional or Legal Status of the Tenderer None 1718793228000 0 None None ELIGIBILITY It 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 1718793228000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1718793228000 0 None None ELIGIBILITY Latest Income Tax Clearance Certificate None 1718793228000 0 None None ELIGIBILITY Principal Place of Business. None 1718793228000 0 None None ELIGIBILITY Assessed Tender Capacity shall be more than the Tendered Amount None 1718793228000 0 None None ELIGIBILITY GST Will be Paid Separately to the Executed Quantities None 1718793228000 0 None None ELIGIBILITY The 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 1718793228000 0 None None ELIGIBILITY If 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 Bid None 1718793228000 0 None None ELIGIBILITY If 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 1718793228000 0 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including monsoon) None 1718793228000 0 None None ELIGIBILITY To 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 1718793228000 0 None None ELIGIBILITY To 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 1718793228000 0 None None ELIGIBILITY The deffect liability period is one year from the date of actual completion of work. None 1718793228000 0 None None ELIGIBILITY Any 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 rules None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer 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 year None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification 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 awarded None None None None None None Proposals 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) None None None None None None To 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 Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None To 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 Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover
tenderCriterionDocumentList	documentName optional documentTypeText Registration Certificate True Technical Bid Annual Turnover Certificate Not below the rank of Charterd Accountant True Technical Bid Single Work Done Certificate Not Below the rank of Executive Engineer True Technical Bid GST CERTIFICATE True Technical Bid Principal Place of Business. True Technical Bid Tender Bid Capacity True Technical Bid List of Existing commitments & Ongoing works- Format-5 True Technical Bid List of works for which tenders acceptence letter received-Format-6 True Technical Bid List of works for which tenders already submitted-Format-7 True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None