createdTs	None
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noticeInvitingTenderDTO	createdTs 1710503320321 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3050.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 30-03-2024 16:00:00 tenderQueryClose 21-03-2024 16:00:00 technicalBidOpen 01-04-2024 16:00:00 publishedDate 15-03-2024 18:13:52 publishedByPost KHB_EE_CO_BNG publishedByUser KPE11677 - SHIVASHANKARAPPA K H bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 22-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SHIVASHANKARAPPA K H 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 08022273511 mobileNumber 8022273511 tenderSupplierList None
tenderSchedule	createdTs 1710503320341 version 4 createdDate None modifiedDate None tenderNumber KHB/2023-24/BD/WORK_INDENT218 title Construction of Post Metric Girls Hostel 2nd Phase at Savadatti, Belagavi District description Construction of Post Metric Girls Hostel 2nd Phase at Savadatti, Belagavi District category WORKS categoryText Works ecv 12168438.99 deptName Karnataka Housing Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5488 locationName KHB Central Office Bengaluru provisionalAmount 12168439.0 groupOverheadTotal None fileNumber 766/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710503320000 0 None None Buildings Construction of Post Metric Girls Hostel 2nd Phase at Savadatti, Belagavi District 12168438.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3094646 106390 None code01 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 ayers, 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)----consider 60% of finished rate of concrete for roof beam shuttering --vol -1 - 17 -- 2.5.2 Cum 11502.81 11502.81 1.14 False None None False None False 13113.2034 0 3094647 106390 None code02 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 ayers, 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)---consider 50% of finished rate of concrete for roof slab shuttering --vol -1 - 17 -- 2.5.2 Cum 10783.88 10783.88 4.39 False None None False None False 47341.2332 0 3094648 106390 None code03 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 ayers, 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)---consider 60% of finished rate of concrete for linte and Cill lshuttering --vol -1 - 17 -- 2.5.2 Cum 11502.81 11502.81 0.71 False None None False None False 8166.9951 0 3094649 106390 None code04 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, 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)---consider 45% of finished rate of concrete for chejja shuttering --vol -1 - 17 -- 2.5.2 Cum 10424.42 10424.42 0.32 False None None False None False 3335.8144 0 3094650 106390 None code05 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 ayers, 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)---consider 60% of finished rate of concrete for roof beam shuttering --vol -1 - 17 -- 2.5.2 Cum 11615.58 11615.58 1.14 False None None False None False 13241.7612 0 3094651 106390 None code06 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 ayers, 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)---consider 50% of finished rate of concrete for roof slab shuttering --vol -1 - 17 -- 2.5.2 Cum 10889.61 10889.61 4.39 False None None False None False 47805.3879 0 3094652 106390 None code07 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 ayers, 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)---consider 60% of finished rate of concrete for linte and Cill lshuttering --vol -1 - 17 -- 2.5.2 Cum 11615.58 11615.58 0.71 False None None False None False 8247.0618 0 3094653 106390 None code08 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 ayers, 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)---consider 45% of finished rate of concrete for chejja shuttering --vol -1 - 17 -- 2.5.2 Cum 10526.62 10526.62 0.32 False None None False None False 3368.5184 0 3094654 106390 None code09 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. --vol -II - 84 -- 11.32 Kg 93.98 93.98 891.21 False None None False None False 83755.9158 0 3094655 106390 None code10 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. --vol -II - 84 -- 11.32 Kg 94.9 94.9 891.21 False None None False None False 84575.829 0 3094656 106390 None code11 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. --vol -1 - 17 -- 6.32 Sqm 1376.29 1376.29 40.26 False None None False None False 55409.4354 0 3094657 106390 None code12 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.--vol -II - 17 -- 6.32 Sqm 1389.78 1389.78 40.26 False None None False None False 55952.5428 0 3094658 106390 None code13 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercial --vol -II - 106 -- 12.57.6 Sqm 3490.09 3490.09 2.4 False None None False None False 8376.216 0 3094659 106390 None code14 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercial--vol -II - 106 -- 12.57.6 Sqm 3524.31 3524.31 2.4 False None None False None False 8458.344 0 3094660 106390 None code15 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications--vol -II - 105 -- 12.51 Nos 1077.87 1077.87 1.0 False None None False None False 1077.87 0 3094661 106390 None code16 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications --vol -II - 105 -- 12.51 Nos 1077.87 1077.87 1.0 False None None False None False 1077.87 0 3094662 106390 None code17 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. --vol -II - 107 -- 12.58 Nos 127.31 127.31 1.0 False None None False None False 127.31 0 3094663 106390 None code18 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. --vol -II - 107 -- 12.58 Nos 127.31 127.31 1.0 False None None False None False 127.31 0 3094664 106390 None code19 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. --vol -II - 107 -- 12.59 Nos 1170.37 1170.37 1.0 False None None False None False 1170.37 0 3094665 106390 None code20 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. --vol -II - 107 -- 12.59 Nos 1181.84 1181.84 1.0 False None None False None False 1181.84 0 3094666 106390 None code21 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. --vol -II - 107 -- 12.60 Nos 1105.23 1105.23 1.0 False None None False None False 1105.23 0 3094667 106390 None code22 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. --vol -II - 107 -- 12.60 Nos 1116.07 1116.07 1.0 False None None False None False 1116.07 0 3094668 106390 None code23 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete --vol -II - 107 -- 12.62 Nos 248.99 248.99 1.0 False None None False None False 248.99 0 3094669 106390 None code24 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete --vol -II - 107 -- 12.62 Nos 251.43 251.43 1.0 False None None False None False 251.43 0 3094670 106390 None code25 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete --vol -II - 107 -- 12.63 Nos 136.58 136.58 1.0 False None None False None False 136.58 0 3094671 106390 None code26 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete --vol -II - 107 -- 12.63 Nos 137.92 137.92 1.0 False None None False None False 137.92 0 3094672 106390 None code27 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) --vol -II - 112 -- 12.90 Sqm 7074.74 7074.74 2.7 False None None False None False 19101.798 0 3094673 106390 None code28 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) --vol -II - 112 -- 12.90 Sqm 7144.1 7144.1 2.7 False None None False None False 19289.07 0 3094674 106390 None code29 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 41 -- 8.4.1 Sqm 339.34 339.34 17.55 False None None False None False 5955.417 0 3094675 106390 None code30 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 41 -- 8.4.1 Sqm 342.67 342.67 19.4915 False None None False None False 6679.152305 0 3094676 106390 None code31 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 42 -- 8.2.1 Sqm 309.93 309.93 50.43 False None None False None False 15629.7699 0 3094677 106390 None code32 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 42 -- 8.2.1 Sqm 312.97 312.97 50.43 False None None False None False 15783.0771 0 3094678 106390 None code33 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. --vol -II - 50 -- 8.51 Sqm 105.06 105.06 67.98 False None None False None False 7141.9788 0 3094679 106390 None code34 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. --vol -II - 50 -- 8.51 Sqm 106.09 106.09 67.98 False None None False None False 7211.9982 0 3094680 106390 None code35 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 42 -- 8.2.1 Sqm 309.93 309.93 60.78 False None None False None False 18837.5454 0 3094681 106390 None code36 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 42 -- 8.2.1 Sqm 312.97 312.97 60.78 False None None False None False 19022.3166 0 3094682 106390 None code37 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 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 Enginer-in-charge. --vol -II - 47 -- 8.36.1 Sqm 184.91 184.91 2.7 False None None False None False 499.257 0 3094683 106390 None code38 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 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 Enginer-in-charge. --vol -II - 47 -- 8.36.1 Sqm 186.72 186.72 2.7 False None None False None False 504.144 0 3094684 106390 None code39 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 46 -- 8.33.1 Sqm 165.99 165.99 17.55 False None None False None False 2913.1245 0 3094685 106390 None code40 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 46 -- 8.33.1 Sqm 167.62 167.62 17.55 False None None False None False 2941.731 0 3094686 106390 None code41 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 46 -- 8.33.1 Sqm 165.99 165.99 50.43 False None None False None False 8370.8757 0 3094687 106390 None code42 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 46 -- 8.33.1 Sqm 167.62 167.62 50.43 False None None False None False 8453.0766 0 3094688 106390 None code43 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 46 -- 8.31 Sqm 187.01 187.01 30.39 False None None False None False 5683.2339 0 3094689 106390 None code44 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 46 -- 8.31 Sqm 187.01 187.01 30.39 False None None False None False 5683.2339 0 3094690 106390 None code45 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 45 -- 8.31 Sqm 188.84 188.84 30.39 False None None False None False 5738.8476 0 3094691 106390 None code46 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. --vol -II - 45 -- 8.31 Sqm 188.84 188.84 30.39 False None None False None False 5738.8476 0 3094692 106390 None code47 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. --vol -II - 61 -- 9.17.2 Sqm 1234.46 1234.46 19.23 False None None False None False 23738.6658 0 3094693 106390 None code48 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. --vol -II - 61 -- 9.17.2 Sqm 1246.56 1246.56 19.23 False None None False None False 23971.3488 0 3094694 106390 None code49 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. --vol -II - 70 -- 10.8 Sqm 1693.57 1693.57 7.88 False None None False None False 13345.3316 0 3094695 106390 None code50 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. --vol -II - 70 -- 10.8 Sqm 1710.17 1710.17 7.88 False None None False None False 13476.1396 0 3094696 106390 None code51 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 --vol -II - 85 -- 11.34A Kg 176.5 176.5 48.6 False None None False None False 8577.9 0 3094697 106390 None code52 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 --vol -II - 85 -- 11.34A Kg 178.23 178.23 48.6 False None None False None False 8661.978 0 3094698 106390 None code53 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns ---VOL 1--PG-17--2.5.2 Cum 12341.56 12341.56 14.9 False None None False None False 183889.244 0 3094699 106390 None code54 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-DO-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5720.62 5720.62 2.59 False None None False None False 14816.4058 0 3094700 106390 None code55 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---VOL 1--PG-16--6.32 Sqm 1389.78 1389.78 541.46 False None None False None False 752510.2788 0 3094701 106390 None code56 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---VOL 1--PG-16--6.36 Sqm 1131.98 1131.98 28.95 False None None False None False 32770.821 0 3094702 106390 None code57 Providing and Laying in position plain cement concrete of Mix M20 () with OPC Cement @300kgs wit 20mm down size graded granite metal coarse aggregate 0.64cum and fine aggregate @ 0.43Cum with superplastisiser @ 3 its confirming to IS 9103 -1999 refirmed 2008 machine mixed concrete laid in layers not exceeding 15cm thick well compacted in foundation, plinth, cills including cost of materilas, HOM of machineries, curing complete as per specification Cum 8836.87 8836.87 5.14 False None None False None False 45421.5118 0 3094703 106390 None code58 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Plinth beams,Curtain wall, Beams,Lintel,Slab Cum 11615.58 11615.58 5.97 False None None False None False 69345.0126 0 3094704 106390 None code59 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirments 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. Chejja Sqm 10198.96 10198.96 5.25 False None None False None False 53544.54 0 3094705 106390 None code60 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Beams Cum 11615.58 11615.58 16.15 False None None False None False 187591.617 0 3094706 106390 None code61 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirments of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Staircase Cum 9515.95 9515.95 3.81 False None None False None False 36255.7695 0 3094707 106390 None code62 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Plinth beams,Curtain wall, Beams,Lintel,Slab Cum 9844.09 9844.09 33.38 False None None False None False 328595.7242 0 3094708 106390 None code63 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Sqm 767.35 767.35 207.0 False None None False None False 158841.45 0 3094709 106390 None code64 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Cum 105665.64 105665.64 0.86 False None None False None False 90872.4504 0 3094710 106390 None code65 Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 104832.83 104832.83 0.39 False None None False None False 40884.8037 0 3094711 106390 None code66 9.90 Providing and fixing factory made splendoor of solid core single leaf rigid composite polymer laminated sal wood, door shutter of required thickness, manufactured out of solid core door conforming to IS 2202 (Part-1) 1991, laminated with 0.8 mm thick polymer, termite, water resistant and fire retardant with superior gluing based on vacuum lamination technology and with various pre moulded design on both faces conforming to IS 6307-1985, using adhesive conforming to IS 4835-1979 and door shuters tested in conformation to IS 4020-1994. The finish of shutters will be TEADK/OAK/CEDAR/ROSE WOOD/ WALNUT, plain colurs WHITE/IVORY/BEIGE/LIGHT GREY. Excluding cost of fixtures and inclusive of supply of shutters to respective work spot. (PG NO -64 ITEM 9.90.2) 35MM THICKNESS Sqm 3183.94 3183.94 18.0 False None None False None False 57310.92 0 3094712 106390 None code67 Providing and fixing factory made splendoor of solid core single leaf rigid composite polymer laminated sal wood, door shutter of required thickness, manufactured out of solid core door conforming to IS 2202 (Part-1) 1991, laminated with 0.8 mm thick polymer, termite, water resistant and fire retardant with superior gluing based on vacuum lamination technology and with various pre moulded design on both faces conforming to IS 6307-1985, using adhesive conforming to IS 4835-1979 and door shuters tested in conformation to IS 4020-1994. The finish of shutters will be TEADK/OAK/CEDAR/ROSE WOOD/ WALNUT, plain colurs WHITE/IVORY/BEIGE/LIGHT GREY. Excluding cost of fixtures and inclusive of supply of shutters to respective work spot. (PG NO -64 ITEM 9.90.2) 35MM THICKNESS Sqm 3183.94 3183.94 12.6 False None None False None False 40117.644 0 3094713 106390 None code68 Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Vol-2 12.89 Sqm 6188.34 6188.34 76.92 False None None False None False 476007.1128 0 3094714 106390 None code69 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1529.55 1529.55 7.0 False None None False None False 10706.85 0 3094715 106390 None code70 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 178.23 178.23 1384.56 False None None False None False 246770.1288 0 3094716 106390 None code71 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. Vol-2 11.28 Kg 540.75 540.75 56.7 False None None False None False 30660.525 0 3094717 106390 None code72 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm 9.17 VOL-2 Sqm 1743.38 1743.38 149.4 False None None False None False 260460.972 0 3094718 106390 None code73 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm 9.17 VOL-2 Skirting Sqm 1743.38 1743.38 15.46 False None None False None False 26952.6548 0 3094719 106390 None code74 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 1692.6 1692.6 16.22 False None None False None False 27453.972 0 3094720 106390 None code75 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 1743.38 1743.38 20.7 False None None False None False 36087.966 0 3094721 106390 None code76 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. 10.8 Vol.2 Sqm 1726.45 1726.45 13.5 False None None False None False 23307.075 0 3094722 106390 None code77 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 ems c/c both horizontally and vertically fixed with chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM curing, complete as per specifications.Specification No. KBS - GROUND FLOOR Sqm 1313.39 1313.39 8.2 False None None False None False 10769.798 0 3094723 106390 None code78 Providing 18 mm cement plaster in two coats under layer 15 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (In side) Sqm 393.59 393.59 780.07 False None None False None False 307027.7513 0 3094724 106390 None code79 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 106.09 106.09 780.07 False None None False None False 82757.6263 0 3094725 106390 None code80 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) Sqm 393.59 393.59 344.35 False None None False None False 135532.7165 0 3094726 106390 None code81 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 255.68 255.68 273.89 False None None False None False 70028.1952 0 3094727 106390 None code82 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 106.09 106.09 273.89 False None None False None False 29056.9901 0 3094728 106390 None code83 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 943.14 943.14 24.0 False None None False None False 22635.36 0 3094729 106390 None code84 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 1173.36 1173.36 20.21 False None None False None False 23713.6056 0 3094730 106390 None code85 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 167.62 167.62 1033.75 False None None False None False 173277.175 0 3094731 106390 None code86 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 184.6 184.6 358.15 False None None False None False 66114.49 0 3094732 106390 None code87 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 167.62 167.62 80.7 False None None False None False 13526.934 0 3094733 106390 None code88 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. Kg 94.9 94.9 10868.78 False None None False None False 1031447.222 0 3094734 106390 None code89 Internal Wiring - Point wiring using Copper wire with switch Supplying & wiring adopting loop system in existing PVC Conduit/casing capping using 2x1.5sqmm (Phase & Neutral) & 1x1.0sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/gang box, 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 outlet via switch. -- Page No. --5--Item No.--2.2.1 Point 269.0 269.0 19.0 False None None False None False 5111.0 0 3094735 106390 None code90 Internal Wiring - Point wiring using Copper wire with switch Supplying & wiring adopting loop system in existing PVC Conduit/casing capping using 2x1.5sqmm (Phase & Neutral) & 1x1.0sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.----Medium point above 3Mtr upto 6Mtr from tapping point to outlet via switch. -- Page No. --5--Item No.--2.2.2 Point 379.0 379.0 17.0 False None None False None False 6443.0 0 3094736 106390 None code91 Internal Wiring - Point wiring using Copper wire with switch Supplying & wiring adopting loop system in existing PVC Conduit/casing capping using 2x1.5sqmm (Phase & Neutral) & 1x1.0sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.---Long point above 6Mtr upto 10Mtr from tapping point to outlet via switch. -- Page No. --5--Item No.--2.2.3 Point 555.0 555.0 11.0 False None None False None False 6105.0 0 3094737 106390 None code92 Internal Wiring - Point wiring using Copper wire with switch Supplying & wiring adopting loop system in existing PVC Conduit/casing capping using 2x1.5sqmm (Phase & Neutral) & 1x1.0sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.---Two outlet in a row, above 3 Mtr upto 6 Mtr from tapping point to out let via switches. -- Page No. --5--Item No.--2.2.4 Point 677.0 677.0 4.0 False None None False None False 2708.0 0 3094738 106390 None code93 Supplying heavy gauge PVC conduit pipe 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.----19/20mm dia 2mm thick -- Page No. --2--Item No.--1.2.1 Mtr 66.0 66.0 90.0 False None None False None False 5940.0 0 3094739 106390 None code94 Supplying heavy gauge PVC conduit pipe 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.----25mm dia 2mm thick -- Page No. --2--Item No.--1.2.2 Mtr 78.0 78.0 175.0 False None None False None False 13650.0 0 3094740 106390 None code95 Supplying heavy gauge PVC conduit pipe 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.----32mm dia 2.5mm thick -- Page No. --2--Item No.--1.2.3 Mtr 103.0 103.0 40.0 False None None False None False 4120.0 0 3094741 106390 None code96 Supplying heavy gauge PVC Conduit Pipe 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.----19/20mm dia 2mm thick -- Page No. --2--Item No.--1.3.1 Mtr 68.0 68.0 40.0 False None None False None False 2720.0 0 3094742 106390 None code97 Supplying heavy gauge PVC Conduit Pipe 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.----25mm dia 2mm thick -- Page No. --2--Item No.--1.3.2 Mtr 79.0 79.0 80.0 False None None False None False 6320.0 0 3094743 106390 None code98 Supplying heavy gauge PVC Conduit Pipe 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.-----32mm dia 2.5mm thick -- Page No. --2--Item No.--1.3.3 Mtr 99.0 99.0 25.0 False None None False None False 2475.0 0 3094744 106390 None code99 Supplying and fixing PVC/metal conduit Deep junction box---19/20mm deep junction box -- Page No. --2--Item No.--1.5.1 Each 49.0 49.0 15.0 False None None False None False 735.0 0 3094745 106390 None code100 Supplying and fixing PVC/metal conduit Deep junction box---25mm deep junction box -- Page No. --2--Item No.--1.5.2 Each 56.0 56.0 50.0 False None None False None False 2800.0 0 3094746 106390 None code101 Supplying and fixing PVC/metal conduit Deep junction box---32mm deep junction box -- Page No. --2--Item No.--1.5.3 Each 61.0 61.0 10.0 False None None False None False 610.0 0 3094747 106390 None code102 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300mm …. etc. as required.----20mm -- Page No. --3--Item No.--1.8.1 Mtr 28.0 28.0 8.0 False None None False None False 224.0 0 3094748 106390 None code103 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300mm …. etc. as required.----25mm -- Page No. --3--Item No.--1.8.2 Mtr 35.0 35.0 25.0 False None None False None False 875.0 0 3094749 106390 None code104 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300mm …. etc. as required.----32mm -- Page No. --3--Item No.--1.8.3 Mtr 43.0 43.0 5.0 False None None False None False 215.0 0 3094750 106390 None code105 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 cuttingin Brick/Stone/C.C wall.-----1-3Way -- Page No. --3--Item No.--3.4.1 Each 138.0 138.0 40.0 False None None False None False 5520.0 0 3094751 106390 None code106 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 cuttingin Brick/Stone/C.C wall.-----4-5Way -- Page No. --3--Item No.--3.4.2 Each 177.0 177.0 10.0 False None None False None False 1770.0 0 3094752 106390 None code107 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 cuttingin Brick/Stone/C.C wall.-----6Way -- Page No. --3--Item No.--3.4.3 Each 220.0 220.0 15.0 False None None False None False 3300.0 0 3094753 106390 None code108 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 cuttingin Brick/Stone/C.C wall.-----8Way -- Page No. --3--Item No.--3.4.4 Each 261.0 261.0 8.0 False None None False None False 2088.0 0 3094754 106390 None code109 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 cuttingin Brick/Stone/C.C wall.-----10-12Way -- Page No. --3--Item No.--3.4.5 Each 319.0 319.0 10.0 False None None False None False 3190.0 0 3094755 106390 None code110 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.----1 to 3 Module -- Page No. --8--Item No.--3.5.1 Each 137.0 137.0 40.0 False None None False None False 5480.0 0 3094756 106390 None code111 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.----4 Module -- Page No. --8--Item No.--3.5.2 Each 175.0 175.0 10.0 False None None False None False 1750.0 0 3094757 106390 None code112 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.----6 Module -- Page No. --8--Item No.--3.5.3 Each 234.0 234.0 15.0 False None None False None False 3510.0 0 3094758 106390 None code113 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.-----8 Module -- Page No. --8--Item No.--3.5.4 Each 284.0 284.0 8.0 False None None False None False 2272.0 0 3094759 106390 None code114 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.-----10 -12 Module -- Page No. --8--Item No.--3.5.5 Each 344.0 344.0 10.0 False None None False None False 3440.0 0 3094760 106390 None code115 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.----6Amps one way Switch -- Page No. --8--Item No.--3.6.1 Each 102.0 102.0 140.0 False None None False None False 14280.0 0 3094761 106390 None code116 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.-----6Amps Two way Switch -- Page No. --8--Item No.--3.6.2 Each 166.0 166.0 2.0 False None None False None False 332.0 0 3094762 106390 None code117 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.-----6Amps 3way socket -- Page No. --8--Item No.--3.6.3 Each 171.0 171.0 90.0 False None None False None False 15390.0 0 3094763 106390 None code118 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.-----Stepped Fan Regulator -- Page No. --8--Item No.--3.6.4 Each 357.0 357.0 15.0 False None None False None False 5355.0 0 3094764 106390 None code119 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.-----16Amps one way switch -- Page No. --8--Item No.--3.6.8 Each 180.0 180.0 10.0 False None None False None False 1800.0 0 3094765 106390 None code120 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.-----6/16Amps universal socket -- Page No. --8--Item No.--3.6.11 Each 236.0 236.0 10.0 False None None False None False 2360.0 0 3094766 106390 None code121 Supplying And Fixing M.S Rafter Clamp Set made out of M.S Flat & 14mm M.S rod. -- Page No. --4--Item No.--1.11 Nos 160.0 160.0 15.0 False None None False None False 2400.0 0 3094767 106390 None code122 Supplying And Fixing Metal Fan Box with Round Hook. -- Page No. --4--Item No.--1.12 Nos 117.0 117.0 15.0 False None None False None False 1755.0 0 3094768 106390 None code123 Extra length of GI pipe of class B 19mm dia for down rod. -- Page No. --57--Item No.--13.12 Nos 197.0 197.0 15.0 False None None False None False 2955.0 0 3094769 106390 None code124 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.-----1.5 sqmm -- Page No. --5--Item No.--2.3.2 Mtr 26.0 26.0 100.0 False None None False None False 2600.0 0 3094770 106390 None code125 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.----2.5 sqmm -- Page No. --5--Item No.--2.3.3 Mtr 42.0 42.0 375.0 False None None False None False 15750.0 0 3094771 106390 None code126 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.----4.0 sqmm -- Page No. --5--Item No.--2.3.4 Mtr 63.0 63.0 275.0 False None None False None False 17325.0 0 3094772 106390 None code127 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.-----6.0 sqmm -- Page No. --5--Item No.--2.3.5 Mtr 92.0 92.0 100.0 False None None False None False 9200.0 0 3094773 106390 None code128 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.-----10.0 sqmm -- Page No. --5--Item No.--2.3.6 Mtr 167.0 167.0 75.0 False None None False None False 12525.0 0 3094774 106390 None code129 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.----4Way TP&N -- Page No. --18--Item No.--5.18.11 Each 4038.0 4038.0 2.0 False None None False None False 8076.0 0 3094775 106390 None code130 Supplying, fixing and wiring Residual Circuit Breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/panel board.----32-40 Amps 4 pole -- Page No. --18--Item No.--5.20.3 Each 5147.0 5147.0 1.0 False None None False None False 5147.0 0 3094776 106390 None code131 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.----6-32Amps SP -- Page No. --17--Item No.--5.17.1 Each 415.0 415.0 32.0 False None None False None False 13280.0 0 3094777 106390 None code132 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.----6-32Amps TPN -- Page No. --17--Item No.--5.17.7 Each 1717.0 1717.0 1.0 False None None False None False 1717.0 0 3094778 106390 None code133 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.----40 Amps TPN -- Page No. --17--Item No.--5.17.8 Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 3094779 106390 None code134 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.-----50-63Amps TPN -- Page No. --17--Item No.--5.17.9 Each 3088.0 3088.0 1.0 False None None False None False 3088.0 0 3094780 106390 None code135 Supplying of 4feet - PVC Batten with integrated LED tube with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.---LED light fighting 2'-14watts -- Page No. --43--Item No.--11.3.1 Each 551.0 551.0 5.0 False None None False None False 2755.0 0 3094781 106390 None code136 Supplying of 4feet - PVC Batten with integrated LED tube with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.---LED light fighting 4'-36watts -- Page No. --43--Item No.--11.3.3 Each 1269.0 1269.0 30.0 False None None False None False 38070.0 0 3094782 106390 None code137 Supply of round/square recess/surface mounted rolling type LED Down light with GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition---LED square or round down light 15-18W -- Page No. --44--Item No.--11.3.1 Each 1324.0 1324.0 25.0 False None None False None False 33100.0 0 3094783 106390 None code138 Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. -- Page No. --17--Item No.--6.1 Each 1492.0 1492.0 5.0 False None None False None False 7460.0 0 3094784 106390 None code139 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 -- Page No. --30--Item No.--6.3.1 Each 2984.0 2984.0 15.0 False None None False None False 44760.0 0 3094785 106390 None code140 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. -- Page No. --56--Item No.--13.7.1 Each 122.0 122.0 60.0 False None None False None False 7320.0 0 3094786 106390 None code141 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. -- Page No. --57--Item No.--13.10 Each 171.0 171.0 15.0 False None None False None False 2565.0 0 3094787 106390 None code142 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire. -- Page No. --57--Item No.--13.14 Each 492.0 492.0 5.0 False None None False None False 2460.0 0 3094788 106390 None code143 Earth work excavation for pipelines/cables by mechanical means upto 600mm trench width, as per drawing and technical specifcations, 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. (Vol.1, P 10, I 1.17.1) --- Soft Rock9 95% (with blasting) (Vol.1, P8, I 1.116.1) Cum 570.62 570.62 202.5 False None None False None False 115550.55 0 3094789 106390 None code144 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 1.00m spacing. This included jointing of pipes & fittinfs with one step CPVC solvent cement and testing of joints complete as per direction of Enginner in Charge.---15 mm nominal dia Pipes (Vol. 2, I 13.31.1) m 187.46 187.46 250.0 False None None False None False 46865.0 0 3094790 106390 None code145 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 1.00m spacing. This included jointing of pipes & fittinfs with one step CPVC solvent cement and testing of joints complete as per direction of Enginner in Charge.---25 mm nominal dia Pipes (Vol. 2, I 13.31.3) m 327.54 327.54 250.0 False None None False None False 81885.0 0 3094791 106390 None code146 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 1.00m spacing. This included jointing of pipes & fittinfs with one step CPVC solvent cement and testing of joints complete as per direction of Enginner in Charge.---32 mm nominal dia Pipes (Vol. 2, I 13.31.4) m 412.0 412.0 150.0 False None None False None False 61800.0 0 3094792 106390 None code147 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 1.00m spacing. This included jointing of pipes & fittinfs with one step CPVC solvent cement and testing of joints complete as per direction of Enginner in Charge.---50 mm nominal dia Pipes (Vol. 2, I 13.31.6) m 804.43 804.43 150.0 False None None False None False 120664.5 0 3094793 106390 None code148 Providing GM (copper alloy) wheel valves/ check valve confrming to IS 778/1990 Class-I with latest amendments No. 1 and with ISI mark screwed in bonnet integral seat inside, screw, rising spindle screwed female ends confrming to IS 554/ 1990 body hudraulically tested 1.50 HP seat hydraulically tested 1.00 HP. For 15 mm dia GM (Copper alloy) wheel valves/ check valve. (Vol. 5, P 147, I N200A) Each 664.35 664.35 20.0 False None None False None False 13287.0 0 3094794 106390 None code149 Supply and delivery at site GM (copper alloy) gate valves confrming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confrming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. --For 50 mm dia GM (Copper alloy) Gate valves (Vol. 5, P 147, I N180F) Each 1738.64 1738.64 8.0 False None None False None False 13909.12 0 3094795 106390 None code150 Providing and fxing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms. (Vol.2, P 116, I 13.20.2) Each 323.42 323.42 62.0 False None None False None False 20052.04 0 3094796 106390 None code151 Providing and fxing 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 fttings 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. (Vol. 2, P 123, I 14.1.1) Each 5030.52 5030.52 15.0 False None None False None False 75457.8 0 3094797 106390 None code152 Providing and fxing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fttings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fttings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. (Vol. 2, P 123, I 14.3.1) Each 6156.31 6156.31 3.0 False None None False None False 18468.93 0 3094798 106390 None code153 Providing and fxing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fttings and brackets, cutting and making good the walls wherever require: White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap.(Vol. 2, P 125, I 14.7.5) Each 2637.83 2637.83 14.0 False None None False None False 36929.62 0 3094799 106390 None code154 Providing and fixing CI Nahni trap of approved make conforming to ISI specifications and construction of cistern in CC 1:2:4 as per directions (Rate is inclusive of cost materials and fixtures and conveyance of materials to work spot) 10cmsx7.5cms ( Vol2. P128. I 14.29.) Each 48.41 48.41 20.0 False None None False None False 968.2 0 3094800 106390 None code155 Providing and fixing 100 mm sand cast Iron grating for gully trap (Vol. 2, P 128, I 14.29) Each 48.41 48.41 20.0 False None None False None False 968.2 0 3094801 106390 None code156 Providing and fxing PTMT towel rail complete with brackets fxed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. (Vol. 2, P 13, I 14.40.2) Each 510.88 510.88 20.0 False None None False None False 10217.6 0 3094802 106390 None code157 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (Vol.2, P 128, I 14.31) Each 1256.6 1256.6 1.0 False None None False None False 1256.6 0 3094803 106390 None code158 Lowering, laying and fusion welding Jointing for HDPE Pipes Grade PE-80 / PE-100 conforming to IS 4984-2016, of specifed dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing) for: 110mm dia. (Vol.5, P 121, I ). For Grade PE80 PN6.0 : m 69.01 69.01 100.0 False None None False None False 6901.0 0 3094804 106390 None code159 Lowering, laying and fusion welding Jointing for HDPE Pipes Grade PE-80 / PE-100 conforming to IS 4984-2016, of specifed dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing) for: 110mm dia. (Vol.5, P 121, I ). For Grade PE80 PN6.0 : m 97.85 97.85 100.0 False None None False None False 9785.0 0 3094805 106390 None code160 Lowering, laying and fusion welding Jointing for HDPE Pipes Grade PE-80 / PE-100 conforming to IS 4984-2016, of specifed dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing) for: 110mm dia. (Vol.5, P 121, I ). For Grade PE80 PN6.0 : m 136.99 136.99 100.0 False None None False None False 13699.0 0 3094806 106390 None code161 Providing and fxing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fttings of approved quality and colour, weighing not less than 105 gms. (Vol. 2, P 129, I 14.38) Each 149.35 149.35 27.0 False None None False None False 4032.45 0 3094807 106390 None code162 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arranfement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support tank. (Vol. 2, I 13.34) Ltr 9.27 9.27 8000.0 False None None False None False 74160.0 0 3094808 106390 None code163 Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs...with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode. ---200 L- 20 nos Tubes (Vol.6, P 27, I 7.4.2) Each 44518.66 44518.66 2.0 False None None False None False 89037.32 0 3094809 106390 None code164 Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs...with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode. ----300 L- 29 nos Tubes (Vol.6, P 27, I 7.4.3) Each 53073.84 53073.84 2.0 False None None False None False 106147.68 0 3094810 106390 None code165 Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. P.119. I13.30) Nos 9501.75 9501.75 3.0 False None None False None False 28505.25 0 3094811 106390 None code166 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifcations, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work --Soft Rock9 95% (without blasting) (Vol.1, P8, I 1.116.1) Cum 373.89 373.89 38.25 False None None False None False 14301.2925 0 3094812 106390 None code167 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol.1, P6, I 1.9) Cum 273.98 273.98 38.25 False None None False None False 10479.735 0 3094813 106390 None code168 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 fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately) --Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol.1, P 15, I 2.1.2) Cum 5833.92 5833.92 3.67 False None None False None False 21410.4864 0 3094814 106390 None code169 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol.2, P 9, I 5.3) Cum 6391.15 6391.15 7.29 False None None False None False 46591.4835 0 3094815 106390 None code170 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol.2, P 9, I 5.4) Cum 6580.67 6580.67 7.29 False None None False None False 47973.0843 0 3094816 106390 None code171 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticizers laid in fnished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confrming 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 specifcations. (The cost of steel reinforcement & formwork to be paid separately) --- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol.1, P 15, I 2.2.1.1) Cum 6475.61 6475.61 2.92 False None None False None False 18908.7812 0 3094817 106390 None code172 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticizers laid in fnished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confrming 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 specifcations. (The cost of steel reinforcement & formwork to be paid separately) --- Addition for Formwork, Centering and Scaffolding. Add 8% of total quantity. Cum 518.05 518.05 2.92 False None None False None False 1512.706 0 3094818 106390 None code173 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 fne 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 confrming 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 specifcations. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) --RCC Column M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol.1, P 17, I 2.5.1) Cum 6828.9 6828.9 2.16 False None None False None False 14750.424 0 3094819 106390 None code174 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 fne 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 confrming 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 specifcations. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)----ADDITION for Formwork, Centering and Scafolding. Add 70% of quantity. Cum 4780.23 4780.23 2.16 False None None False None False 10325.2968 0 3094820 106390 None code175 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticizers laid in fnished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confrming 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 specifcations. (The cost of steel reinforcement & formwork to be paid separately) --- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol.1, P 15, I 2.2.1.1) Cum 6512.69 6512.69 2.16 False None None False None False 14067.4104 0 3094821 106390 None code176 ADDITION for Formwork, Centering and Scafolding. Add 50% of quantity. Cum 3256.35 3256.35 2.16 False None None False None False 7033.716 0 3094822 106390 None code177 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. --vol -II - 84 -- 11.32 Kg 92.14 92.14 637.97 False None None False None False 58782.5558 0 3094823 106390 None code178 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifcations. (Vol.2, P17, I 6.32) Sqm 1349.3 1349.3 79.2 False None None False None False 106864.56 0 3094824 106390 None code179 Providing 15 mm cement plaster of mix :1:4 (1 cement: 4 fne sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations and as per directions of Engineer-in-charge. (Vol.2, P 41, I 8.2.1) Sqm 303.85 303.85 157.8 False None None False None False 47947.53 0 3094825 106390 None code180 Finishing walls with water proofng cement paint of required shade:Old work (one coats applied @ 2.20 kg/10 m²) over priming coat of primer applied @ 0.80 litrs/10 m² complete including cost of Priming coat including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifcations and as per directions of Engineer-in-charge. (Vol.2, P 52, I 8.72.1) Sqm 89.61 89.61 157.8 False None None False None False 14140.458 0 3094826 106390 None code181 Providing and fxing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. (CORR/Vol.2, P 85, I 11.34B) Kg 188.49 188.49 741.6 False None None False None False 139784.184 0 3094827 106390 None code182 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 specifcations and as per directions of Engineer-in-charge. (Vol. 2, P 47, I 8.33.3) Sqm 143.17 143.17 28.8 False None None False None False 4123.296 0 3094828 106390 None code183 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications(.P64 I9.32) Sqm 2659.46 2659.46 100.0 False None None False None False 265946.0 0 3094829 106390 None code184 Underground Drain at Edge of Pavement Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC M-20, 15 cm thick and covered with RCC slab10 cm in thickness on urban roads.Pg 26 Vol 111 3.30 309 Sqm 4969.75 4969.75 90.0 False None None False None False 447277.5 0 3094830 106390 None code185 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.(P172.I17.14 ) Sqm 1205.1 1205.1 90.0 False None None False None False 108459.0 0 3094831 106390 None code186 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 fne 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 confrming 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 specifcations. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) ---RCC Column M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol.1, P 17, I 2.5.1) Cum 6828.9 6828.9 15.17 False None None False None False 103594.413 0 3094832 106390 None code187 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 fne 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 confrming 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 specifcations. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)----ADDITION for Formwork, Centring and Scaffolding. Add 70% of quantity. Cum 4780.23 4780.23 1.13 False None None False None False 5401.6599 0 3094833 106390 None code188 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. --vol -II - 84 -- 11.32 Kg 92.14 92.14 1190.88 False None None False None False 109727.6832 0 3094834 106390 None code189 Providing 15 mm cement plaster of mix :1:4 (1 cement: 4 fne sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P 41, I 8.2.1) Sqm 303.85 303.85 163.01 False None None False None False 49530.5885 0 3094835 106390 None code190 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge(21. I7.1) Sqm 905.37 905.37 500.0 False None None False None False 452685.0 0 3094836 106390 None code191 7.4 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 7.4.1 0.63 mm thick with zinc coating not less than 275 g/m² m m 562.38 562.38 56.0 False None None False None False 31493.28 0 3094837 106390 None code192 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.(P21. I7.6 ) m 664.35 664.35 95.0 False None None False None False 63113.25 0 3094838 106390 None code193 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.11.16.2 Kg 151.41 151.41 4804.8 False None None False None False 727494.768 0 3094839 106390 None code194 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 thoroughly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol. 2, P 47, I 8.33.3) Sqm 143.17 143.17 172.8 False None None False None False 24739.776 0 3094840 106390 None code195 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifcations, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. --Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (Vol.1, P 10, I 1.19.1) Cum 467.62 467.62 135.0 False None None False None False 63128.7 0 3094841 106390 None code196 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, 160mm dia. (Vol.5.P. 134 I.2.4/ M020D ) m 593.28 593.28 150.0 False None None False None False 88992.0 0 3094842 106390 None code197 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. (Vol.5.P. 134 I 2.2 /M020B) m 296.64 296.64 130.0 False None None False None False 38563.2 0 3094843 106390 None code198 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. (Vol.5, P 187, I T130C) Each 4363.08 4363.08 12.0 False None None False None False 52356.96 0 3094844 106390 None code199 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. (Vol.5, P 187, I T130B) Each 5617.62 5617.62 12.0 False None None False None False 67411.44 0 3094845 106390 None code200 37 T500C Providing and fixing 150mm dia. Cast Iron pipe for ventilatiing shaft 5 M high with specials and cowl and with suitable grips in CC 1:2:4 pillar using 10mm to 20mm graded hard granite, with 15 cms. thick cement concrete 1:2:4 around upto 1.22 M above the GLR and with a foundation base of 90 x 90 x 90 cms. plastered with 12mm thick CM 1:3 to all exposed faces and linking the shaft to the manholes by means of 150mm dia. GSW pipes and specials, jointing with tar dipped hemp 1:1.5 CM caulking, curing. The cost include all lead and lifts for all materials, earth work excavations and refilling in all strata, disposal of surplus earth etc. complete Each 21719.61 21719.61 1.0 False None None False None False 21719.61 0 3094846 106390 None code201 40 T510 Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 40.1 T510A Constructing Table Moulded Bricks Machinehole Each 21854.54 21854.54 1.0 False None None False None False 21854.54 0 3094847 106390 None code202 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifcations, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.---In ordinary/soft rock without blasting upto 1.5 m depth. (Vol. 1, P 6, I 1.5.1) Cum 307.97 307.97 12.75 False None None False None False 3926.6175 0 3094848 106390 None code203 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifcations, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.---Depth exceeding 1.5m, but not exceeding 3 m (Vol. 1, P 6, I 1.5.2) Cum 458.35 458.35 8.63 False None None False None False 3955.5605 0 3094849 106390 None code204 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol.1, P6, I 1.9) Cum 273.98 273.98 60.3 False None None False None False 16520.994 0 3094850 106390 None code205 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 fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately)---Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol.1, P 15, I 2.1.2) Cum 5833.92 5833.92 1.92 False None None False None False 11201.1264 0 3094851 106390 None code206 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol.2, P 9, I 5.4) Cum 6580.67 6580.67 11.76 False None None False None False 77388.6792 0 3094852 106390 None code207 Providing and filling on foundation with granite / trap broken metal 100 mm, and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ( Corr. Vol. 2, P 10, I 6.4) Cum 2762.46 2762.46 46.88 False None None False None False 129504.1248 0 3094853 106390 None code208 Supplying, flling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Vol. 2, P 151, I 17.1) Cum 1032.06 1032.06 15.63 False None None False None False 16131.0978 0 3094854 106390 None code209 Supplying, flling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Vol. 2, P 151, I 17.2) Cum 1221.58 1221.58 15.63 False None None False None False 19093.2954 0 3094855 106390 None code210 Supplying, flling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Vol. 2, P 151, I 17.3) Cum 1227.76 1227.76 6.25 False None None False None False 7673.5 0 3094856 106390 None code211 Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and miantaining the plants for one year complete as per specifications. (Pg. No-148, I.No-19.88) Each 721.0 721.0 34.0 False None None False None False 24514.0 0 3094857 106390 None code212 KSRRB M300-1 : Spreading of sludge farm yard manure or /and good earth in required thickness (Cost of sludge, farm yard manure or / and good earth to be paid for separately ) Complete as per specifications No. 307. MORTH (PWD SR2016-17/P.No.149/19.77) Cum 65.92 65.92 15.0 False None None False None False 988.8 0 3094858 106390 None code213 KSRRB M300-2.2 : Grassing with Doobs grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed complete as per specifications. MORTH Specification No.307. ii) In rows 7.5 cm apart in either direction. (PWD SR2016-17P.No.149/19.79) Sqm 48.56 48.56 100.0 False None None False None False 4856.0 0 3094859 106390 None code214 KSRRB M300-2.2 : Grassing with Doobs grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed complete as per specifications. MORTH Specification No.307. ii) In rows 7.5 cm apart in either direction. (PWD SR2016-17P.No.149/19.79) Sqm 92.7 92.7 100.0 False None None False None False 9270.0 0 3094860 106390 None code215 Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications.. (PWD /9.32) VOL-II Sqm 1179.35 1179.35 130.0 False None None False None False 153315.5 0 3094861 106390 None code216 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 100 mm Kerb Stone m 245.14 245.14 80.0 False None None False None False 19611.2 0 3094862 106390 None code217 Supplying S Type Chairs (MR)(Ground 40+First 63) Nos 1271.19 1271.19 125.0 False None None False None False 158898.75 0 3094863 106390 None code218 Providing and Fixing Computer LOW BACK CHAIR WITH P.U.ARMS WITH GASLIFT.Model LP-113 "including supplying and Fixing Etc.., Complete (Featherlite Collection OR Equivalent brand) Nos 6483.05 6483.05 25.0 False None None False None False 162076.25 0 3094864 106390 None code219 Supplying and Fixing MS Cot, coir bed, one pillow and 2 nos bed sheet including all labour chrages etc.., Nos 5847.46 5847.46 110.0 False None None False None False 643220.6 0 3094865 106390 None code220 Supply and Fixing Steel Plate including all labour chrages etc.., Nos 219.49 219.49 110.0 False None None False None False 24143.9 0 3094866 106390 None code221 Supply and Fixing Steel Glass including all labour chrages etc.., Nos 72.88 72.88 110.0 False None None False None False 8016.8 0 3094867 106390 None code222 Supplying and Fixing Cooking Vessels including all labour chrages etc.., Kg 341.53 341.53 112.5 False None None False None False 38422.125 0 3094868 106390 None code223 Supplying and fixing Big Size Plate including all labour chrages etc.., Nos 341.53 341.53 30.0 False None None False None False 10245.9 0 3094869 106390 None code224 Supplying and Fixing Steel Bucket including all labour chrages etc.., Nos 731.36 731.36 25.0 False None None False None False 18284.0 0 3094870 106390 None code225 Supplying and Fixing Medeium size spoons including all labour chrages etc.., Nos 244.07 244.07 20.0 False None None False None False 4881.4 0 3094871 106390 None code226 Big Size spoons including all labour chrages etc.., Nos 974.58 974.58 15.0 False None None False None False 14618.7 0 3094872 106390 None code227 Supplying and Fixing Dosa thava including all labour chrages etc.., Nos 2436.44 2436.44 3.0 False None None False None False 7309.32 0 3094873 106390 None code228 Supplying and Fixing Idly Cookker including all labour chrages etc.., Nos 4872.88 4872.88 3.0 False None None False None False 14618.64 0 3094874 106390 None code229 Supplying and Fixing Jalra including all labour chrages etc.., Nos 487.29 487.29 1.0 False None None False None False 487.29 0 3094875 106390 None code230 Supplying and ixing Non stick Spoons including all labour chrages etc.., Nos 146.61 146.61 1.0 False None None False None False 146.61 0 3094876 106390 None code231 Supplying and Fixing Kniefs Set including all labour chrages etc.., Set 487.29 487.29 1.0 False None None False None False 487.29 0 3094877 106390 None code232 Supplying and Fixing Cooking Vessels (bandly) including all labour chrages etc.., ---Medium Size Nos 974.58 974.58 1.0 False None None False None False 974.58 0 3094878 106390 None code233 Supplying and Fixing Cooking Vessels (bandly) including all labour chrages etc.., ---Large size Nos 1461.86 1461.86 1.0 False None None False None False 1461.86 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710503321000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710503321000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710503321000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1710503380000 0 None None ELIGIBILITY The tender document is part and parcel of the agreement. None 1710503390000 0 None None ELIGIBILITY The contractor shall obtain insurance coverage for all the workers deployed for this work. None 1710503402000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer (Central office), KHB, Cauvery Bhavan, K.G. Road, Bangalore Ph: 080-22273511 ext-317, None 1710503412000 0 None None ELIGIBILITY The intending bidders are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents and further modifications done if any. None 1710503426000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the e procurement Web sites only. None 1710503439000 0 None None ELIGIBILITY KHB reserves the right to withdraw or cancel this invitation to BID/Tender without assigning any reason whatsoever None 1710503448000 0 None None ELIGIBILITY The bidder shall study the Tender document Carefully and quote the rates None 1710503462000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and are to be produced to the Executive Engineer to verify the documents within 3 days from the day of opening of Technical bid for verification, if required. None 1710503474000 0 None None ELIGIBILITY Drawings uploaded are only for Tender Purpose only. None 1710503485000 0 None None ELIGIBILITY GST shall be added separately in the estimate None 1710503492000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately None 1710503500000 0 None None ELIGIBILITY The bidder should maintain register of laborers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1710503508000 0 None None ELIGIBILITY The bidder shall give an undertaking that they would abide by the provisions of employees provident fund and shall remit PF of labourers to the respective PF offices or else KHB have the right to deduct the PF amount from the work bills and remit the same to respective PF offices. None 1710503519000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time None 1710503528000 0 None None ELIGIBILITY The successful bidder shall give an under taking that they would abide by the provisions of the Employees Provident Fund Act. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None 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 Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) 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 List of Financial Resources with Certificates None None None None None None Scanned Copy of documentary proof for having executed similar nature of work not less than 50% of tender amount as defined in Government order No.FD 480 EXP-12/2014,Bangalore dated:19.07.2014 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one Financial year, the minimum quantities of work as mentioned in tender document Past Experience None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Required valid electrical license for executing similar nature of work as per tender document Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Required valid electrical license for executing similar nature of work as per tender document None None None None The Tenderer should have executed similar water supply/sanitary engineering works as per tender document Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The Tenderer should have executed similar water supply/sanitary engineering works as per tender document None None None None To qualify for award of this contract , each tenderer in its name should have in the last five years achieved in at least two financial years a minimum financial turnover (In all classes of civil engineering construction works only) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. None None None None As per Tender Documents KW-4 clause 3.3 key & critical equipments available. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- As per Tender Documents KW-4 clause 3.3 key & critical equipments available. None None None None Assessed Available Bid Capacity as per tender document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Available Bid Capacity as per tender document None None None None Income Tax returns & PAN Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None GST Registration Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None Scanned copy of latest GST clearance certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of latest GST clearance certificate. None None None None Scanned copy of Credit lines/ letter of credit /Bankers certificate for at least 20% of amount put to tender in the current financial year on the name of work put to tender. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Covering letter. Others Covering letter. createdTs version createdDate modifiedDate documentName None None None None Others -- Covering letter.
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid Reserved Category Certificate False Technical Bid Small Scale Industries Certificate False Technical Bid Work done certificate True Technical Bid key and critical equipment LIST True Technical Bid Income Tax returns & PAN no. True Technical Bid Pre-qualification certificate issued by KHB True Technical Bid GST clearance certificate True Technical Bid Credit lines/ letter of credit/Bankers certificate True Technical Bid Assessed available tender capacity calculation True Technical Bid Electrical license True Technical Bid Work done certificate with quantities True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1710506167000 version 0 createdDate None modifiedDate None blockNumber 3RD FLOOR, CAUVERY BHAVAN, BANGALORE street None city BANGLORE state Karnataka pin 560009
tenderRecallDTO	None