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noticeInvitingTenderDTO	createdTs 1725536444062 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2740.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-09-2024 16:00:00 tenderQueryClose 17-09-2024 16:00:00 technicalBidOpen 21-09-2024 16:01:00 publishedDate 05-09-2024 17:21:27 publishedByPost EWHFWD_CE_CEOFF_BNG publishedByUser KPE16838 - BALEKATTE KUMARASWAMY PAVITHRA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 19-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Praveen B A 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 08029557023 mobileNumber 9448653156 tenderSupplierList None
tenderSchedule	createdTs 1725536444088 version 6 createdDate None modifiedDate None tenderNumber EWHFWD/2024-25/BD/WORK_INDENT576 title Construction of Health and Wellness centre at 1) Hosathota 2) Shirangav B in Somwarapet Taluk, Kodagu District.(call-2) description Construction of Health and Wellness centre at 1) Hosathota 2) Shirangav B in Somwarapet Taluk, Kodagu District. category WORKS categoryText Works ecv 10950617.20 deptName Engineering Wing of Health and Family Welfare Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 3521 locationName EWHFWD Chief Engineer Office Bengaluru provisionalAmount 13000000.0 groupOverheadTotal None fileNumber HFW/AEE/MDY/Wellnesscentre/ShirangavBandHosathota
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725536444000 0 None None Buildings Construction of Health and Wellness centre at Hosathota in Somwarapet Taluk, Kodagu District. (Civil Works) (Slice-1) 5040901.88 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3930173 151671 None I-2.5(ii)A P-9 V-3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle A.In area of light jungle 100 Sqm 440.16 440.16 0.98 False None None False None False 431.3568 0 3930174 151671 None I-1.13 P-8 V-1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In Ordinary/Soft rock upto 300 mm depth Cum 405.44 405.44 26.04 False None None False None False 10557.6576 0 3930175 151671 None I-1.15.1 P-8 V-1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in 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, In ordinary/soft rock without blasting upto 1.5 m depth Cum 406.56 406.56 182.32 False None None False None False 74124.0192 0 3930176 151671 None I-2.1.3 P-15 V-1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6707.68 6707.68 46.03 False None None False None False 308754.5104 0 3930177 151671 None I-4.1 P-5 V-2 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 132.16 132.16 104.15 False None None False None False 13764.464 0 3930178 151671 None I-2.2.1 P-15 V-1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately)M20 formwork charges included Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7604.76 7604.76 35.98 False None None False None False 273619.2648 0 3930179 151671 None I-2.4.2 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Pedestal Concrete Cum 12038.99 12038.99 13.85 False None None False None False 166740.0115 0 3930180 151671 None I-2.4.2 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Plinth Beam Cum 11330.82 11330.82 6.33 False None None False None False 71724.0906 0 3930181 151671 None I-1.9 P-7 V-1 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 297.92 297.92 157.07 False None None False None False 46794.2944 0 3930182 151671 None I-1.8 P-7 V-1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 530.88 530.88 88.07 False None None False None False 46754.6016 0 3930183 151671 None I-2.11(a) P-18 V-1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) GF Tonne 100191.84 100191.84 7.18 False None None False None False 719377.4112 0 3930184 151671 None I-2.11(a) P-18 V-1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) FF Tonne 101193.76 101193.76 1.76 False None None False None False 178101.0176 0 3930185 151671 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Columns Above Plinth Beam to Roof Beam GF Cum 12623.52 12623.52 5.94 False None None False None False 74983.7088 0 3930186 151671 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Columns Above Plinth Beam to Roof Beam FF Cum 12749.76 12749.76 5.37 False None None False None False 68466.2112 0 3930187 151671 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Lintel Beam, Roof Beam GF Cum 11880.96 11880.96 9.66 False None None False None False 114770.0736 0 3930188 151671 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Lintel Beam FF Cum 11999.77 11999.77 8.62 False None None False None False 103438.0174 0 3930189 151671 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Chajja GF Cum 10767.12 10767.12 0.81 False None None False None False 8721.3672 0 3930190 151671 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Chajja FF Cum 10874.79 10874.79 0.7 False None None False None False 7612.353 0 3930191 151671 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Staircase, Roof Slab GF Cum 11138.4 11138.4 22.73 False None None False None False 253175.832 0 3930192 151671 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Roof Slab FF Cum 11249.78 11249.78 11.58 False None None False None False 130272.4524 0 3930193 151671 None I-2.4.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete GF Cum 11475.97 11475.97 1.46 False None None False None False 16754.9162 0 3930194 151671 None I-2.4.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete FF Cum 11590.73 11590.73 1.91 False None None False None False 22138.2943 0 3930195 151671 None I-6.32 P-17 V-2 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. GF Sqm 1467.2 1467.2 213.38 False None None False None False 313071.136 0 3930196 151671 None I-6.32 P-17 V-2 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. GF Sqm 1481.87 1481.87 201.17 False None None False None False 298107.7879 0 3930197 151671 None I-6.34 P-17 V-2 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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. GF Sqm 1236.48 1236.48 28.63 False None None False None False 35400.4224 0 3930198 151671 None I-6.34 P-17 V-2 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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. FF Sqm 1248.84 1248.84 35.97 False None None False None False 44920.7748 0 3930199 151671 None I-12.13.1 P-100 V-2 Providing 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. GF Cum 110672.8 110672.8 0.47 False None None False None False 52016.216 0 3930200 151671 None I-12.13.1 P-100 V-2 Providing 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. FF Cum 111779.53 111779.53 0.38 False None None False None False 42476.2214 0 3930201 151671 None I-12.51 P-104 V-2 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. GF Nos 1137.92 1137.92 8.0 False None None False None False 9103.36 0 3930202 151671 None I-12.51 P-104 V-2 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. FF Nos 1149.3 1149.3 6.0 False None None False None False 6895.8 0 3930203 151671 None I-11.34A P-86 V-2 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. GF Kgs 188.16 188.16 277.89 False None None False None False 52287.7824 0 3930204 151671 None I-11.34A P-86 V-2 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. FF Kgs 190.04 190.04 266.54 False None None False None False 50653.2616 0 3930205 151671 None I-11.5.1 P-77 V-2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. GF Sqm 5015.36 5015.36 7.2 False None None False None False 36110.592 0 3930206 151671 None I-12.57.4 P-105 V-2 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.35 mm thick both side Teak GF Nos 5075.84 5075.84 15.12 False None None False None False 76746.7008 0 3930207 151671 None I-12.57.4 P-105 V-2 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.35 mm thick both side Teak FF Nos 5126.6 5126.6 11.97 False None None False None False 61365.402 0 3930208 151671 None I-12.74.1 P-107 V-2 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm GF Nos 114.24 114.24 24.0 False None None False None False 2741.76 0 3930209 151671 None I-12.74.1 P-107 V-2 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm FF Nos 115.38 115.38 18.0 False None None False None False 2076.84 0 3930210 151671 None I-12.76.2 P-107 V-2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm GF Nos 392.0 392.0 16.0 False None None False None False 6272.0 0 3930211 151671 None I-12.76.2 P-107 V-2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm FF Nos 395.92 395.92 12.0 False None None False None False 4751.04 0 3930212 151671 None I-12.62 P-105 V-2 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete GF Nos 265.44 265.44 16.0 False None None False None False 4247.04 0 3930213 151671 None I-12.62 P-105 V-2 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete FF Nos 268.09 268.09 12.0 False None None False None False 3217.08 0 3930214 151671 None I-12.61 P-105 V-2 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. GF Nos 1108.8 1108.8 8.0 False None None False None False 8870.4 0 3930215 151671 None I-12.61 P-105 V-2 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. FF Nos 1119.89 1119.89 6.0 False None None False None False 6719.34 0 3930216 151671 None I-12.58 P-105 V-2 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. GF Nos 134.4 134.4 8.0 False None None False None False 1075.2 0 3930217 151671 None I-12.58 P-105 V-2 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. FF Nos 135.74 135.74 4.0 False None None False None False 542.96 0 3930218 151671 None I-10.6.3 P-69 V-2 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm GF Nos 67.2 67.2 32.0 False None None False None False 2150.4 0 3930219 151671 None I-10.6.3 P-69 V-2 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm FF Nos 67.87 67.87 24.0 False None None False None False 1628.88 0 3930220 151671 None I-12.90 P-105 V-2 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) GF Sqm 7542.08 7542.08 11.25 False None None False None False 84848.4 0 3930221 151671 None I-12.90 P-105 V-2 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) FF Sqm 7617.5 7617.5 15.0 False None None False None False 114262.5 0 3930222 151671 None I-12.85 P-105 V-2 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF Sqm 6405.28 6405.28 1.08 False None None False None False 6917.7024 0 3930223 151671 None I-12.85 P-105 V-2 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF Sqm 6469.33 6469.33 0.72 False None None False None False 4657.9176 0 3930224 151671 None I-8.10 P-43 V-2 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. GF Sqm 236.32 236.32 97.14 False None None False None False 22956.1248 0 3930225 151671 None I-8.10 P-43 V-2 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. FF Sqm 238.68 238.68 55.47 False None None False None False 13239.5796 0 3930226 151671 None I-8.7 P-42 V-2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. GF Sqm 409.92 409.92 361.07 False None None False None False 148009.8144 0 3930227 151671 None I-8.7 P-42 V-2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. FF Sqm 414.02 414.02 306.91 False None None False None False 127066.8782 0 3930228 151671 None I-8.5.2 P-42 V-2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 390.88 390.88 46.16 False None None False None False 18043.0208 0 3930229 151671 None I-8.5.2 P-42 V-2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 394.79 394.79 37.95 False None None False None False 14982.2805 0 3930230 151671 None I-8.6.2 P-42 V-2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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. GF Sqm 480.48 480.48 201.32 False None None False None False 96730.2336 0 3930231 151671 None I-8.6.2 P-42 V-2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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. FF Sqm 485.28 485.28 141.49 False None None False None False 68662.2672 0 3930232 151671 None I-8.51 P-50 V-2 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. GF Sqm 112.0 112.0 473.33 False None None False None False 53012.96 0 3930233 151671 None I-8.51 P-50 V-2 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. FF Sqm 113.12 113.12 355.51 False None None False None False 40215.2912 0 3930234 151671 None I-8.79 P-53 V-2 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. GF m 58.24 58.24 191.19 False None None False None False 11134.9056 0 3930235 151671 None I-8.79 P-53 V-2 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. FF m 58.82 58.82 181.32 False None None False None False 10665.2424 0 3930236 151671 None I-9.21.2 P-62 V-2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm GF Sqm 1386.56 1386.56 76.59 False None None False None False 106196.6304 0 3930237 151671 None I-9.11 P-60 V-2 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. GF Sqm 995.68 995.68 7.2 False None None False None False 7168.896 0 3930238 151671 None I-9.2 P-59 V-2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. GF Sqm 896.0 896.0 16.0 False None None False None False 14336.0 0 3930239 151671 None I-9.2 P-59 V-2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. FF Sqm 904.96 904.96 17.36 False None None False None False 15710.1056 0 3930240 151671 None I-8.39 P-48 V-2 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 142.24 142.24 473.33 False None None False None False 67326.4592 0 3930241 151671 None I-8.32 P-46 V-2 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 174.72 174.72 201.32 False None None False None False 35174.6304 0 3930242 151671 None I-8.32 P-46 V-2 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 176.47 176.47 141.49 False None None False None False 24968.7403 0 3930243 151671 None I-8.34.3 P-47 V-2 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 56.0 56.0 18.81 False None None False None False 1053.36 0 3930244 151671 None I-8.34.3 P-47 V-2 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 56.56 56.56 9.72 False None None False None False 549.7632 0 3930245 151671 None I-8.43 P-49 V-2 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new 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 Engineer-in-charge. GF Sqm 105.28 105.28 18.81 False None None False None False 1980.3168 0 3930246 151671 None I-8.43 P-49 V-2 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new 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 Engineer-in-charge. FF Sqm 106.33 106.33 9.72 False None None False None False 1033.5276 0 3930247 151671 None I-11.28 P-85 V-2 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. GF Kgs 632.8 632.8 27.05 False None None False None False 17117.24 0 3930248 151671 None I-9.38 P-65 V-2 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. GF Sqm 1559.04 1559.04 46.16 False None None False None False 71965.2864 0 3930249 151671 None I-11.2 P-77 V-2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 127.83 127.83 50.0 False None None False None False 6391.5 0 1725536444000 0 None None Buildings Construction of Health and Wellness centre at Hosathota in Somwarapet Taluk, Kodagu District. (Water Supply & Sanitary Works) (Slice-1) 222727.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3930250 151672 None I-655 P-A44 V-5 PVC pipe-OD 50mm & 6Kg/Sqcm GF m 58.24 58.24 20.0 False None None False None False 1164.8 0 3930251 151672 None I-655 P-A44 V-5 PVC pipe-OD 50mm & 6Kg/Sqcm FF m 58.82 58.82 25.0 False None None False None False 1470.5 0 3930252 151672 None I-657 P-A44 V-5 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines GF m 137.76 137.76 20.0 False None None False None False 2755.2 0 3930253 151672 None I-657 P-A44 V-5 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines FF m 139.14 139.14 25.0 False None None False None False 3478.5 0 3930254 151672 None I-647 P-A44 V-5 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines GF m 285.6 285.6 40.0 False None None False None False 11424.0 0 3930255 151672 None I-647 P-A44 V-5 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines FF m 288.46 288.46 60.0 False None None False None False 17307.6 0 3930256 151672 None I-649 P-A44 V-5 PVC pipe - OD 160mm and 6 Kg/sqcm, sanitary lines m 470.4 470.4 40.0 False None None False None False 18816.0 0 3930257 151672 None I-13.48 P-125 V-2 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10mm gap for thermal expansion,(i)the single socketed pipes 100mm diameter GF m 325.92 325.92 20.0 False None None False None False 6518.4 0 3930258 151672 None I-37.28.1 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 7.50 cms thick GF Nos 146.72 146.72 4.0 False None None False None False 586.88 0 3930259 151672 None I-37.28.1 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 7.50 cms thick FF Nos 148.19 148.19 4.0 False None None False None False 592.76 0 3930260 151672 None I-37.28.2 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 10 cms thick GF Nos 175.84 175.84 4.0 False None None False None False 703.36 0 3930261 151672 None I-37.28.2 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 10 cms thick FF Nos 177.6 177.6 4.0 False None None False None False 710.4 0 3930262 151672 None I-14.32.2 P-136 V-2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm GF Each 1140.16 1140.16 1.0 False None None False None False 1140.16 0 3930263 151672 None I-13.9.2 P-118 V-2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter GF Nos 312.48 312.48 1.0 False None None False None False 312.48 0 3930264 151672 None I-14.22B P-134 V-2 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. GF Nos 6229.44 6229.44 1.0 False None None False None False 6229.44 0 3930265 151672 None I-14.40.2 P-137 V-2 600 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. GF Nos 555.52 555.52 1.0 False None None False None False 555.52 0 3930266 151672 None I-14.3.1 P-131 V-2 Providing and fixing 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 fittings & 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 fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid GF Nos 6694.24 6694.24 1.0 False None None False None False 6694.24 0 3930267 151672 None I-14.4.4 P-132 V-2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern GF Nos 14638.4 14638.4 1.0 False None None False None False 14638.4 0 3930268 151672 None I-14.11.2 P-134 V-2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm GF Nos 5691.84 5691.84 2.0 False None None False None False 11383.68 0 3930269 151672 None I-13.32.2 P-122 V-2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes GF m 424.48 424.48 10.0 False None None False None False 4244.8 0 3930270 151672 None I-13.32.2 P-122 V-2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes FF m 428.72 428.72 10.0 False None None False None False 4287.2 0 3930271 151672 None I-13.32.3 P-122 V-2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia Pipes GF m 534.24 534.24 60.0 False None None False None False 32054.4 0 3930272 151672 None I-13.32.3 P-122 V-2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia Pipes FF m 539.58 539.58 50.0 False None None False None False 26979.0 0 3930273 151672 None I-813 P-A36 V-2 SS Bib cock with wall flange GF Nos 929.6 929.6 5.0 False None None False None False 4648.0 0 3930274 151672 None I-813 P-A36 V-2 SS Bib cock with wall flange FF Nos 938.9 938.9 5.0 False None None False None False 4694.5 0 3930275 151672 None I-16.10 P-191 V-5 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 including the cost of CI frame and cover GF Each 4744.32 4744.32 4.0 False None None False None False 18977.28 0 3930276 151672 None I-13.34 P-123 V-2 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. l 10.18 10.18 2000.0 False None None False None False 20360.0 0 1725536444000 0 None None Buildings Construction of Health and Wellness centre at Hosathota in Somwarapet Taluk, Kodagu District. (Electrical Works) (Slice-1) 211679.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3930277 151673 None 2.2.1 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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. completefor each outlet. Short point up to 3Mtr from tapping point to out let via switch Point 301.28 301.28 30.0 False None None False None False 9038.4 0 3930278 151673 None 2.2.2 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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. completefor each outlet. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch Point 424.48 424.48 22.0 False None None False None False 9338.56 0 3930279 151673 None 2.2.3 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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. completefor each outlet. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch Point 621.6 621.6 16.0 False None None False None False 9945.6 0 3930280 151673 None 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3Way Each 178.08 178.08 21.0 False None None False None False 3739.68 0 3930281 151673 None 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5Way Each 198.24 198.24 6.0 False None None False None False 1189.44 0 3930282 151673 None 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6Way Each 246.4 246.4 2.0 False None None False None False 492.8 0 3930283 151673 None 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way Each 292.32 292.32 13.0 False None None False None False 3800.16 0 3930284 151673 None 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way Each 357.28 357.28 4.0 False None None False None False 1429.12 0 3930285 151673 None 3.5.2 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. 3Way Each 180.32 180.32 21.0 False None None False None False 3786.72 0 3930286 151673 None 3.5.3 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. 4Way Each 196.0 196.0 6.0 False None None False None False 1176.0 0 3930287 151673 None 3.5.4 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. 6Way Each 262.08 262.08 2.0 False None None False None False 524.16 0 3930288 151673 None 3.5.5 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 Way Each 318.08 318.08 13.0 False None None False None False 4135.04 0 3930289 151673 None 3.5.6 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. 10-12Way Each 385.28 385.28 4.0 False None None False None False 1541.12 0 3930290 151673 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch Each 114.24 114.24 100.0 False None None False None False 11424.0 0 3930291 151673 None 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Two way Switch Each 185.92 185.92 6.0 False None None False None False 1115.52 0 3930292 151673 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket Each 191.52 191.52 37.0 False None None False None False 7086.24 0 3930293 151673 None 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. Each 399.84 399.84 12.0 False None None False None False 4798.08 0 3930294 151673 None 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Bell push Each 198.24 198.24 2.0 False None None False None False 396.48 0 3930295 151673 None 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch Each 365.12 365.12 11.0 False None None False None False 4016.32 0 3930296 151673 None 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket Each 264.32 264.32 11.0 False None None False None False 2907.52 0 3930297 151673 None 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone socket Each 174.72 174.72 3.0 False None None False None False 524.16 0 3930298 151673 None 12.2.1 Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell Each 275.52 275.52 2.0 False None None False None False 551.04 0 3930299 151673 None I-1.13 Supplyin and Fixing Metal Fan Box with Round Hook. No 131.04 131.04 12.0 False None None False None False 1572.48 0 3930300 151673 None 1.2.1 Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) 19/20mm dia 2mm thick m 73.92 73.92 150.0 False None None False None False 11088.0 0 3930301 151673 None 1.2.2 Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) 25mm dia 2mm thick m 87.36 87.36 180.0 False None None False None False 15724.8 0 3930302 151673 None 1.3.1 Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick m 76.16 76.16 100.0 False None None False None False 7616.0 0 3930303 151673 None 1.3.2 Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick m 88.48 88.48 80.0 False None None False None False 7078.4 0 3930304 151673 None 2.3.2 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 mm2 m 29.12 29.12 200.0 False None None False None False 5824.0 0 3930305 151673 None 2.3.3 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 mm2 m 47.04 47.04 500.0 False None None False None False 23520.0 0 3930306 151673 None 2.3.4 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 mm2 m 70.56 70.56 100.0 False None None False None False 7056.0 0 3930307 151673 None 5.19.9 Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure II- Double Door 12 Way SP & N Each 2608.48 2608.48 2.0 False None None False None False 5216.96 0 3930308 151673 None 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32 A SP Each 464.8 464.8 20.0 False None None False None False 9296.0 0 3930309 151673 None 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board 16-25 A 2 pole Each 4790.24 4790.24 2.0 False None None False None False 9580.48 0 3930310 151673 None I-32.01 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 2C x 6 mm2 Km 71014.72 71014.72 0.05 False None None False None False 3550.736 0 3930311 151673 None I-30.05 Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. 2.5 to 25 Sqmm (Single/3.5/4 Core) Km 99.68 99.68 50.0 False None None False None False 4984.0 0 3930312 151673 None S.R 2019-2020 I-6.6.2 Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete. In soil (hard) m 114.24 114.24 20.0 False None None False None False 2284.8 0 3930313 151673 None S.R 2019-2020 I-6.9.1 Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV. 40mm m 375.2 375.2 5.0 False None None False None False 1876.0 0 3930314 151673 None I-12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proprotion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc, the pipe shall have 16 through holes of 12 mm dia. No 3931.2 3931.2 2.0 False None None False None False 7862.4 0 3930315 151673 None 12.58.2 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip m 91.84 91.84 50.0 False None None False None False 4592.0 0 1725536444000 0 None None Buildings Construction of Health and Wellness centre at Shirangav B in Somwarapet Taluk, Kodagu District. (Civil Works) (Slice-2) 5040901.88 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3930316 151674 None I-2.5(ii)A P-9 V-3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle A.In area of light jungle 100 Sqm 440.16 440.16 0.98 False None None False None False 431.3568 0 3930317 151674 None I-1.13 P-8 V-1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In Ordinary/Soft rock upto 300 mm depth Cum 405.44 405.44 26.04 False None None False None False 10557.6576 0 3930318 151674 None I-1.15.1 P-8 V-1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in 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, In ordinary/soft rock without blasting upto 1.5 m depth Cum 406.56 406.56 182.32 False None None False None False 74124.0192 0 3930319 151674 None I-2.1.3 P-15 V-1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6707.68 6707.68 46.03 False None None False None False 308754.5104 0 3930320 151674 None I-4.1 P-5 V-2 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 132.16 132.16 104.15 False None None False None False 13764.464 0 3930321 151674 None I-2.2.1 P-15 V-1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately)M20 formwork charges included Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7604.76 7604.76 35.98 False None None False None False 273619.2648 0 3930322 151674 None I-2.4.2 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Pedestal Concrete Cum 12038.99 12038.99 13.85 False None None False None False 166740.0115 0 3930323 151674 None I-2.4.2 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Plinth Beam Cum 11330.82 11330.82 6.33 False None None False None False 71724.0906 0 3930324 151674 None I-1.9 P-7 V-1 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 297.92 297.92 157.07 False None None False None False 46794.2944 0 3930325 151674 None I-1.8 P-7 V-1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 530.88 530.88 88.07 False None None False None False 46754.6016 0 3930326 151674 None I-2.11(a) P-18 V-1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) GF Tonne 100191.84 100191.84 7.18 False None None False None False 719377.4112 0 3930327 151674 None I-2.11(a) P-18 V-1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) FF Tonne 101193.76 101193.76 1.76 False None None False None False 178101.0176 0 3930328 151674 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Columns Above Plinth Beam to Roof Beam GF Cum 12623.52 12623.52 5.94 False None None False None False 74983.7088 0 3930329 151674 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Columns Above Plinth Beam to Roof Beam FF Cum 12749.76 12749.76 5.37 False None None False None False 68466.2112 0 3930330 151674 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Lintel Beam, Roof Beam GF Cum 11880.96 11880.96 9.66 False None None False None False 114770.0736 0 3930331 151674 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Lintel Beam FF Cum 11999.77 11999.77 8.62 False None None False None False 103438.0174 0 3930332 151674 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Chajja GF Cum 10767.12 10767.12 0.81 False None None False None False 8721.3672 0 3930333 151674 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Chajja FF Cum 10874.79 10874.79 0.7 False None None False None False 7612.353 0 3930334 151674 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Staircase, Roof Slab GF Cum 11138.4 11138.4 22.73 False None None False None False 253175.832 0 3930335 151674 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Roof Slab FF Cum 11249.78 11249.78 11.58 False None None False None False 130272.4524 0 3930336 151674 None I-2.4.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete GF Cum 11475.97 11475.97 1.46 False None None False None False 16754.9162 0 3930337 151674 None I-2.4.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete FF Cum 11590.73 11590.73 1.91 False None None False None False 22138.2943 0 3930338 151674 None I-6.32 P-17 V-2 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. GF Sqm 1467.2 1467.2 213.38 False None None False None False 313071.136 0 3930339 151674 None I-6.32 P-17 V-2 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. GF Sqm 1481.87 1481.87 201.17 False None None False None False 298107.7879 0 3930340 151674 None I-6.34 P-17 V-2 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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. GF Sqm 1236.48 1236.48 28.63 False None None False None False 35400.4224 0 3930341 151674 None I-6.34 P-17 V-2 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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. FF Sqm 1248.84 1248.84 35.97 False None None False None False 44920.7748 0 3930342 151674 None I-12.13.1 P-100 V-2 Providing 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. GF Cum 110672.8 110672.8 0.47 False None None False None False 52016.216 0 3930343 151674 None I-12.13.1 P-100 V-2 Providing 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. FF Cum 111779.53 111779.53 0.38 False None None False None False 42476.2214 0 3930344 151674 None I-12.51 P-104 V-2 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. GF Nos 1137.92 1137.92 8.0 False None None False None False 9103.36 0 3930345 151674 None I-12.51 P-104 V-2 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. FF Nos 1149.3 1149.3 6.0 False None None False None False 6895.8 0 3930346 151674 None I-11.34A P-86 V-2 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. GF Kgs 188.16 188.16 277.89 False None None False None False 52287.7824 0 3930347 151674 None I-11.34A P-86 V-2 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. FF Kgs 190.04 190.04 266.54 False None None False None False 50653.2616 0 3930348 151674 None I-11.5.1 P-77 V-2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. GF Sqm 5015.36 5015.36 7.2 False None None False None False 36110.592 0 3930349 151674 None I-12.57.4 P-105 V-2 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.35 mm thick both side Teak GF Nos 5075.84 5075.84 15.12 False None None False None False 76746.7008 0 3930350 151674 None I-12.57.4 P-105 V-2 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.35 mm thick both side Teak FF Nos 5126.6 5126.6 11.97 False None None False None False 61365.402 0 3930351 151674 None I-12.74.1 P-107 V-2 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm GF Nos 114.24 114.24 24.0 False None None False None False 2741.76 0 3930352 151674 None I-12.74.1 P-107 V-2 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm FF Nos 115.38 115.38 18.0 False None None False None False 2076.84 0 3930353 151674 None I-12.76.2 P-107 V-2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm GF Nos 392.0 392.0 16.0 False None None False None False 6272.0 0 3930354 151674 None I-12.76.2 P-107 V-2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm FF Nos 395.92 395.92 12.0 False None None False None False 4751.04 0 3930355 151674 None I-12.62 P-105 V-2 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete GF Nos 265.44 265.44 16.0 False None None False None False 4247.04 0 3930356 151674 None I-12.62 P-105 V-2 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete FF Nos 268.09 268.09 12.0 False None None False None False 3217.08 0 3930357 151674 None I-12.61 P-105 V-2 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. GF Nos 1108.8 1108.8 8.0 False None None False None False 8870.4 0 3930358 151674 None I-12.61 P-105 V-2 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. FF Nos 1119.89 1119.89 6.0 False None None False None False 6719.34 0 3930359 151674 None I-12.58 P-105 V-2 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. GF Nos 134.4 134.4 8.0 False None None False None False 1075.2 0 3930360 151674 None I-12.58 P-105 V-2 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. FF Nos 135.74 135.74 4.0 False None None False None False 542.96 0 3930361 151674 None I-10.6.3 P-69 V-2 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm GF Nos 67.2 67.2 32.0 False None None False None False 2150.4 0 3930362 151674 None I-10.6.3 P-69 V-2 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm FF Nos 67.87 67.87 24.0 False None None False None False 1628.88 0 3930363 151674 None I-12.90 P-105 V-2 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) GF Sqm 7542.08 7542.08 11.25 False None None False None False 84848.4 0 3930364 151674 None I-12.90 P-105 V-2 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) FF Sqm 7617.5 7617.5 15.0 False None None False None False 114262.5 0 3930365 151674 None I-12.85 P-105 V-2 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF Sqm 6405.28 6405.28 1.08 False None None False None False 6917.7024 0 3930366 151674 None I-12.85 P-105 V-2 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF Sqm 6469.33 6469.33 0.72 False None None False None False 4657.9176 0 3930367 151674 None I-8.10 P-43 V-2 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. GF Sqm 236.32 236.32 97.14 False None None False None False 22956.1248 0 3930368 151674 None I-8.10 P-43 V-2 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. FF Sqm 238.68 238.68 55.47 False None None False None False 13239.5796 0 3930369 151674 None I-8.7 P-42 V-2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. GF Sqm 409.92 409.92 361.07 False None None False None False 148009.8144 0 3930370 151674 None I-8.7 P-42 V-2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. FF Sqm 414.02 414.02 306.91 False None None False None False 127066.8782 0 3930371 151674 None I-8.5.2 P-42 V-2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 390.88 390.88 46.16 False None None False None False 18043.0208 0 3930372 151674 None I-8.5.2 P-42 V-2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 394.79 394.79 37.95 False None None False None False 14982.2805 0 3930373 151674 None I-8.6.2 P-42 V-2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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. GF Sqm 480.48 480.48 201.32 False None None False None False 96730.2336 0 3930374 151674 None I-8.6.2 P-42 V-2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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. FF Sqm 485.28 485.28 141.49 False None None False None False 68662.2672 0 3930375 151674 None I-8.51 P-50 V-2 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. GF Sqm 112.0 112.0 473.33 False None None False None False 53012.96 0 3930376 151674 None I-8.51 P-50 V-2 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. FF Sqm 113.12 113.12 355.51 False None None False None False 40215.2912 0 3930377 151674 None I-8.79 P-53 V-2 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. GF m 58.24 58.24 191.19 False None None False None False 11134.9056 0 3930378 151674 None I-8.79 P-53 V-2 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. FF m 58.82 58.82 181.32 False None None False None False 10665.2424 0 3930379 151674 None I-9.21.2 P-62 V-2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm GF Sqm 1386.56 1386.56 76.59 False None None False None False 106196.6304 0 3930380 151674 None I-9.11 P-60 V-2 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. GF Sqm 995.68 995.68 7.2 False None None False None False 7168.896 0 3930381 151674 None I-9.2 P-59 V-2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. GF Sqm 896.0 896.0 16.0 False None None False None False 14336.0 0 3930382 151674 None I-9.2 P-59 V-2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. FF Sqm 904.96 904.96 17.36 False None None False None False 15710.1056 0 3930383 151674 None I-8.39 P-48 V-2 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 142.24 142.24 473.33 False None None False None False 67326.4592 0 3930384 151674 None I-8.32 P-46 V-2 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 174.72 174.72 201.32 False None None False None False 35174.6304 0 3930385 151674 None I-8.32 P-46 V-2 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 176.47 176.47 141.49 False None None False None False 24968.7403 0 3930386 151674 None I-8.34.3 P-47 V-2 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 56.0 56.0 18.81 False None None False None False 1053.36 0 3930387 151674 None I-8.34.3 P-47 V-2 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 56.56 56.56 9.72 False None None False None False 549.7632 0 3930388 151674 None I-8.43 P-49 V-2 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new 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 Engineer-in-charge. GF Sqm 105.28 105.28 18.81 False None None False None False 1980.3168 0 3930389 151674 None I-8.43 P-49 V-2 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new 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 Engineer-in-charge. FF Sqm 106.33 106.33 9.72 False None None False None False 1033.5276 0 3930390 151674 None I-11.28 P-85 V-2 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. GF Kgs 632.8 632.8 27.05 False None None False None False 17117.24 0 3930391 151674 None I-9.38 P-65 V-2 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. GF Sqm 1559.04 1559.04 46.16 False None None False None False 71965.2864 0 3930392 151674 None I-11.2 P-77 V-2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 127.83 127.83 50.0 False None None False None False 6391.5 0 1725536444000 0 None None Buildings Construction of Health and Wellness centre at Shirangav B in Somwarapet Taluk, Kodagu District. (Water Supply & Sanitary Works) (Slice-2) 222727.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3930393 151675 None I-655 P-A44 V-5 PVC pipe-OD 50mm & 6Kg/Sqcm GF m 58.24 58.24 20.0 False None None False None False 1164.8 0 3930394 151675 None I-655 P-A44 V-5 PVC pipe-OD 50mm & 6Kg/Sqcm FF m 58.82 58.82 25.0 False None None False None False 1470.5 0 3930395 151675 None I-657 P-A44 V-5 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines GF m 137.76 137.76 20.0 False None None False None False 2755.2 0 3930396 151675 None I-657 P-A44 V-5 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines FF m 139.14 139.14 25.0 False None None False None False 3478.5 0 3930397 151675 None I-647 P-A44 V-5 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines GF m 285.6 285.6 40.0 False None None False None False 11424.0 0 3930398 151675 None I-647 P-A44 V-5 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines FF m 288.46 288.46 60.0 False None None False None False 17307.6 0 3930399 151675 None I-649 P-A44 V-5 PVC pipe - OD 160mm and 6 Kg/sqcm, sanitary lines m 470.4 470.4 40.0 False None None False None False 18816.0 0 3930400 151675 None I-13.48 P-125 V-2 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10mm gap for thermal expansion,(i)the single socketed pipes 100mm diameter GF m 325.92 325.92 20.0 False None None False None False 6518.4 0 3930401 151675 None I-37.28.1 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 7.50 cms thick GF Nos 146.72 146.72 4.0 False None None False None False 586.88 0 3930402 151675 None I-37.28.1 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 7.50 cms thick FF Nos 148.19 148.19 4.0 False None None False None False 592.76 0 3930403 151675 None I-37.28.2 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 10 cms thick GF Nos 175.84 175.84 4.0 False None None False None False 703.36 0 3930404 151675 None I-37.28.2 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 10 cms thick FF Nos 177.6 177.6 4.0 False None None False None False 710.4 0 3930405 151675 None I-14.32.2 P-136 V-2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm GF Each 1140.16 1140.16 1.0 False None None False None False 1140.16 0 3930406 151675 None I-13.9.2 P-118 V-2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter GF Nos 312.48 312.48 1.0 False None None False None False 312.48 0 3930407 151675 None I-14.22B P-134 V-2 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. GF Nos 6229.44 6229.44 1.0 False None None False None False 6229.44 0 3930408 151675 None I-14.40.2 P-137 V-2 600 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. GF Nos 555.52 555.52 1.0 False None None False None False 555.52 0 3930409 151675 None I-14.3.1 P-131 V-2 Providing and fixing 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 fittings & 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 fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid GF Nos 6694.24 6694.24 1.0 False None None False None False 6694.24 0 3930410 151675 None I-14.4.4 P-132 V-2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern GF Nos 14638.4 14638.4 1.0 False None None False None False 14638.4 0 3930411 151675 None I-14.11.2 P-134 V-2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm GF Nos 5691.84 5691.84 2.0 False None None False None False 11383.68 0 3930412 151675 None I-13.32.2 P-122 V-2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes GF m 424.48 424.48 10.0 False None None False None False 4244.8 0 3930413 151675 None I-13.32.2 P-122 V-2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes FF m 428.72 428.72 10.0 False None None False None False 4287.2 0 3930414 151675 None I-13.32.3 P-122 V-2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia Pipes GF m 534.24 534.24 60.0 False None None False None False 32054.4 0 3930415 151675 None I-13.32.3 P-122 V-2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia Pipes FF m 539.58 539.58 50.0 False None None False None False 26979.0 0 3930416 151675 None I-813 P-A36 V-2 SS Bib cock with wall flange GF Nos 929.6 929.6 5.0 False None None False None False 4648.0 0 3930417 151675 None I-813 P-A36 V-2 SS Bib cock with wall flange FF Nos 938.9 938.9 5.0 False None None False None False 4694.5 0 3930418 151675 None I-16.10 P-191 V-5 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 including the cost of CI frame and cover GF Each 4744.32 4744.32 4.0 False None None False None False 18977.28 0 3930419 151675 None I-13.34 P-123 V-2 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. l 10.18 10.18 2000.0 False None None False None False 20360.0 0 1725536444000 0 None None Buildings Construction of Health and Wellness centre at Shirangav B in Somwarapet Taluk, Kodagu District. (Electrical Works) (Slice-2) 211679.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3930420 151676 None 2.2.1 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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. completefor each outlet. Short point up to 3Mtr from tapping point to out let via switch Point 301.28 301.28 30.0 False None None False None False 9038.4 0 3930421 151676 None 2.2.2 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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. completefor each outlet. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch Point 424.48 424.48 22.0 False None None False None False 9338.56 0 3930422 151676 None 2.2.3 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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. completefor each outlet. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch Point 621.6 621.6 16.0 False None None False None False 9945.6 0 3930423 151676 None 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3Way Each 178.08 178.08 21.0 False None None False None False 3739.68 0 3930424 151676 None 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5Way Each 198.24 198.24 6.0 False None None False None False 1189.44 0 3930425 151676 None 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6Way Each 246.4 246.4 2.0 False None None False None False 492.8 0 3930426 151676 None 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way Each 292.32 292.32 13.0 False None None False None False 3800.16 0 3930427 151676 None 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way Each 357.28 357.28 4.0 False None None False None False 1429.12 0 3930428 151676 None 3.5.2 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. 3Way Each 180.32 180.32 21.0 False None None False None False 3786.72 0 3930429 151676 None 3.5.3 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. 4Way Each 196.0 196.0 6.0 False None None False None False 1176.0 0 3930430 151676 None 3.5.4 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. 6Way Each 262.08 262.08 2.0 False None None False None False 524.16 0 3930431 151676 None 3.5.5 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 Way Each 318.08 318.08 13.0 False None None False None False 4135.04 0 3930432 151676 None 3.5.6 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. 10-12Way Each 385.28 385.28 4.0 False None None False None False 1541.12 0 3930433 151676 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch Each 114.24 114.24 100.0 False None None False None False 11424.0 0 3930434 151676 None 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Two way Switch Each 185.92 185.92 6.0 False None None False None False 1115.52 0 3930435 151676 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket Each 191.52 191.52 37.0 False None None False None False 7086.24 0 3930436 151676 None 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. Each 399.84 399.84 12.0 False None None False None False 4798.08 0 3930437 151676 None 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Bell push Each 198.24 198.24 2.0 False None None False None False 396.48 0 3930438 151676 None 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch Each 365.12 365.12 11.0 False None None False None False 4016.32 0 3930439 151676 None 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket Each 264.32 264.32 11.0 False None None False None False 2907.52 0 3930440 151676 None 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone socket Each 174.72 174.72 3.0 False None None False None False 524.16 0 3930441 151676 None 12.2.1 Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell Each 275.52 275.52 2.0 False None None False None False 551.04 0 3930442 151676 None I-1.13 Supplyin and Fixing Metal Fan Box with Round Hook. No 131.04 131.04 12.0 False None None False None False 1572.48 0 3930443 151676 None 1.2.1 Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) 19/20mm dia 2mm thick m 73.92 73.92 150.0 False None None False None False 11088.0 0 3930444 151676 None 1.2.2 Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) 25mm dia 2mm thick m 87.36 87.36 180.0 False None None False None False 15724.8 0 3930445 151676 None 1.3.1 Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick m 76.16 76.16 100.0 False None None False None False 7616.0 0 3930446 151676 None 1.3.2 Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick m 88.48 88.48 80.0 False None None False None False 7078.4 0 3930447 151676 None 2.3.2 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 mm2 m 29.12 29.12 200.0 False None None False None False 5824.0 0 3930448 151676 None 2.3.3 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 mm2 m 47.04 47.04 500.0 False None None False None False 23520.0 0 3930449 151676 None 2.3.4 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 mm2 m 70.56 70.56 100.0 False None None False None False 7056.0 0 3930450 151676 None 5.19.9 Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure II- Double Door 12 Way SP & N Each 2608.48 2608.48 2.0 False None None False None False 5216.96 0 3930451 151676 None 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32 A SP Each 464.8 464.8 20.0 False None None False None False 9296.0 0 3930452 151676 None 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board 16-25 A 2 pole Each 4790.24 4790.24 2.0 False None None False None False 9580.48 0 3930453 151676 None I-32.01 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 2C x 6 mm2 Km 71014.72 71014.72 0.05 False None None False None False 3550.736 0 3930454 151676 None I-30.05 Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. 2.5 to 25 Sqmm (Single/3.5/4 Core) Km 99.68 99.68 50.0 False None None False None False 4984.0 0 3930455 151676 None S.R 2019-2020 I-6.6.2 Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete. In soil (hard) m 114.24 114.24 20.0 False None None False None False 2284.8 0 3930456 151676 None S.R 2019-2020 I-6.9.1 Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV. 40mm m 375.2 375.2 5.0 False None None False None False 1876.0 0 3930457 151676 None I-12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proprotion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc, the pipe shall have 16 through holes of 12 mm dia. No 3931.2 3931.2 2.0 False None None False None False 7862.4 0 3930458 151676 None 12.58.2 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip m 91.84 91.84 50.0 False None None False None False 4592.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725536445000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725536445000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1725536445000 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 1725536445000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1725536445000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1725536467000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1725536475000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1725536480000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1725536489000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner. None 1725536494000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time. None 1725536501000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1725536506000 0 None None ELIGIBILITY Earnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 45 days beyond the validity of the tender. None 1725536512000 0 None None ELIGIBILITY All the formats prescribed in the bid documents shall be filled in complete manner. (section 2 & 3 of the bid document) and shall be uploaded properly, signed by tenderer. Necessary certificates shall be uploaded along with the formats wherever required. General documents section can be used for this purpose. None 1725536517000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid. None 1725536523000 0 None None ELIGIBILITY If the tenderer quotes bid price below the estimated contract value (Amount put to tender) then the tenderer has to submit the additional security deposit equal to the difference in cost and the additional security deposit should have a validity for the period of execution. None 1725536528000 0 None None ELIGIBILITY If the numbers of page to be attached in one particular attachment is more, then all the pages can be put into one folder, zipped and then attached or else all the pages can be pasted in one word file and then this word file could be converted to PDF (portable documents format) format and then attached. (Please contract Help Desk for more assistance Phone: 080-25501216/ 25501227) None 1725536533000 0 None None ELIGIBILITY The Contractor shall strictly take all reasonable steps to protect the environment on and off the site and to avoide damage or nuisance to persons or to property of the public or others resulting from pollution, noise or other causes arising as a consequence of his methods of operation. None 1725536539000 0 None None ELIGIBILITY Materials like, steel(primary), cement, bitumen etc., required for the work shall be procured by the tenderer themselves and should be got tested positive by the quality control authority before use on the work. None 1725536544000 0 None None ELIGIBILITY Special Instructions to tenderers - asper bid document (F. Special Conditions of Contract Clause-6) None 1725536550000 0 None None ELIGIBILITY The Defects Liability Period is 1 year from the date of completion of the work. None 1725536560000 0 None None ELIGIBILITY Total value of Civil Engineering Construction works executed in the and payments received in the last five year i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24. None 1725536568000 0 None None ELIGIBILITY The Tenderers are bound to furnish the original certified documents to the employer within weeks time from the day of opening of technical bid for verification, failing which the bid of tenderer will be considered as technically non responsive. None 1725536576000 0 None None ELIGIBILITY Tenderer should have latest GST registration & upload latest GST/VAT clearance certificate in their name None 1725536583000 0 None None ELIGIBILITY The Rates quoted by the tenderer shall be Excluding of GST None 1725536589000 0 None None ELIGIBILITY The contractor shall strictly take all reasonable steps to protect the environment on and off the site and to avoid damage or nuisance to persons or to property of the public or others resulting from pollution, noise or other causes arising as a consequence of his methods of operation 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 Clause ITT 3.2aTo qualify for award of this contract, each Tenderer in his/its name should have in the last five years i.e.(2019-20 to 2023-24) The tenderer should have been achieved in at least two financial years a minimum annual financial turnover (in all classes of civil Engineering construction works only) of Rs.219.02 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Clause ITT 3.2bTo qualify for award of this contract,each Tenderer in his/its name should have in the last five years i.e.(2019-20 to 2023-24)The tenderer should have been Satisfactorily completed at least one Similar work of value not less than Rs.55.00 Lakhs as prime contractor. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Clause ITT 3.2(c): To qualify for award of this contract,each Tenderer in his/its name should have in the last five years i.e.(2019-20 to 2023-24).Executed in any one financial year,the following minimum quantities of work Sl.No Description of key items of works 1. Earthwork Excavation in all kinds of soil 474.00 Cum 2.PCC & RCC 274.00 Cum 3. Steel Reinforcement for RCC work (TMT Steel) 14.30 Tonnes 4.BBM/Concrete Blocks 767.00 Sqm. 5. Flooring (Vitrified/Granite/Ceramic) 261.00 Sqm 6. Plastering 1996.00 Sqm 7. Painting 1397.00 Sqm 8. MS Grill 871.00 Sqm Note:The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government/Semi Government/Government undertaking/ autonomous bodies of Government will be considered, for the clause 3.2 (c) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Clause ITT 3.2d The tenderer or his identified sub contractor should possess required valid electrical license issued by KPWD,Government electrical Inspectorate for executing building electrification works and should have executed similar Building electrical works totaling to Rs.2.12 Lakhs in any one year Note.The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government,Semi Government,Government undertaking,autonomous bodies of Government will be considered, for the clause 3.2d. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Clause ITT 3.2(e):The Tenderer or his identified sub-contractor should possess valid license issued by BWSSB/KUWS&DB for executing water supply/sanitary engineering works and should have executed similar building water supply/sanitary engineering works totaling to Rs.2.23 Lakhs in any one year Note : The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government/Semi Government/Government undertaking/ autonomous bodies of Government will be considered, for the clause 3.2 (e). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Class III & Above PWD Registered Certificate. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Clause ITT 3.6 Tenderers who meet the above specified minimum qualifying criteria,will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity(AxNx1.5-B)where A Maximum value of civil engineering works executed in any one year during the last five years i.e (2019-20-2023-24)(updated to 2024-25 price level)taking into account the completed as well as works in progress .N Number of years prescribed for completion of the works for which tender are invited. B Value at 2024-25 price level, of existing commitments of and ongoing works to be Completed during the next 6 months .Note:(1)The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent(2)Tenderer shall submit the list of Ongoing works duly certified by the Auditor/Chartered Accountant. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate issued by the officer not lessthan the rank of Executive Engineer Ongoing commitments and Bids submitted for the works None None None None List of Minimum Key Personnel to be deployed by the contractor at site for Contract work 1) Site Engineer (Civil) B.E. Civil with minimum experience of 5 years in the Construction of buildings OR Diploma in Civil Engineering with minimum experience of 10 years in the Construction of buildings and should have been working in permanent role of the organization for at least two years 1 (One) 2) Site Engineer (Electrical Engineer) B.E. Electrical with minimum experience of 5 years in the Construction of buildings Diploma in Electrical Engineering with minimum experience of 10 years in the Construction of buildings and should have been working in permanent role of the organization for at least two years 1 (One) Note: 1) The tenderer shall submit list and photo identity proof such as Aadhar Card/Voter ID/Employee ID/Pass port/Driving License etc., for the key personnel such as project manager/site engineer to be deployed at each of the worksite. 2) The key personnel deployed at the site for this work should be working for a minimum period of one year with the tenderers and experience certificate has to be furnished in this regard. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Educational and Experience certificates None None None None Clause ITT 3.3(b):Liquid assets and/or availability of credit facilities of not less than Rs.33.00 Lakhs (Credit lines/letter of credit/certificates from banks for meeting the fund requirement etc.,) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid GST Certificate True Technical Bid ESI & PF Certificate& True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1725537008000 version 0 createdDate None modifiedDate None blockNumber Office of the Chief Engineer, Health and Family Welfare Department, Engineering Wing, 3rd Floor Arogya Soudha 1st Cross Magadi Road street None city Bengaluru state Karnataka pin 560023
tenderRecallDTO	None