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noticeInvitingTenderDTO	createdTs 1709288880573 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1000000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 16-03-2024 15:30:00 tenderQueryClose 07-03-2024 17:30:00 technicalBidOpen 18-03-2024 15:30:00 publishedDate 01-03-2024 16:24:55 publishedByPost MSIL_GM1_HOD_BNG publishedByUser KPE13250 - B CHANDRASHEKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 07-03-2024 15:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson GM Projects 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 08022264021 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709288880604 version 6 createdDate None modifiedDate None tenderNumber MSIL/2023-24/BD/WORK_INDENT1 title Construction of MSIL Building at Malleshwaram Bengaluru description Construction of MSIL Building at Malleshwaram Bengaluru category WORKS categoryText Works ecv 38500000.00 deptName Mysore Sales International Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5732 locationName MSIL Head Office Bengaluru provisionalAmount 50000000.0 groupOverheadTotal 247544.62 fileNumber MSIL/PRJ/323/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709288881000 0 None None Buildings Construction of MSIL Building at Malleshwaram Bengaluru 38252455.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2871991 93712 None WORK01 KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof 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 complete as per specifications. II. By Mechanical Means: A. In area of light jungle. ha 185130.0 185130.0 0.035 False None None False None False 6479.55 0 2871992 93712 None WORK02 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. Cum 71.5 71.5 538.125 False None None False None False 38475.9375 0 2871993 93712 None WORK03 Earth work excavation for foundation of structures upto 3 mtrs.by mechanical means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM etc., complete. - do - In all types of soils Cum 80.3 80.3 1347.92 False None None False None False 108237.976 0 2871994 93712 None WORK04 KSRB 2-2 : Earthwork excavation by manual means for foundation of buildings, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications.In ordinary/soft rock without blasting upto 1.5 m depth Cum 251.9 251.9 577.7 False None None False None False 145522.63 0 2871995 93712 None WORK05 KSRB 3.2: 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 chloropyriphos emulsifiable concentrates of 20% concentration,including cost of chemical,diluting in water to one percent concentration, labour, HOM of equipments, complete as per specifications.(Plinth area of the building at ground floor only shall be measured) Specification No.KBS: 3.2.6 / 3.2.7 Sqm 104.5 104.5 274.77 False None None False None False 28713.465 0 2871996 93712 None WORK06 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. Cum 2817.1 2817.1 226.1 False None None False None False 636946.31 0 2871997 93712 None WORK07 KSRB 2.6 : Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications. Cum 1888.7 1888.7 128.3 False None None False None False 242320.21 0 2871998 93712 None WORK08 Earthwork excavation in all soil deposits and filling sides of foundation upto plinth in layers not exceeding 20cms. in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. Cum 368.5 368.5 140.0 False None None False None False 51590.0 0 2871999 93712 None WORK09 Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 14 m3) Cum 81.4 81.4 2463.71 False None None False None False 200545.994 0 2872000 93712 None WORK10 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 machinery, 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 6109.4 6109.4 129.0 False None None False None False 788112.6 0 2872001 93712 None WORK11 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6300.8 6300.8 7.758 False None None False None False 48881.6064 0 2872002 93712 None WORK12 Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge Cum 6820.0 6820.0 31.455 False None None False None False 214523.1 0 2872003 93712 None WORK13 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)- M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6939.9 6939.9 257.71 False None None False None False 1788481.629 0 2872004 93712 None WORK14 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Basement/Celler Cum 6591.2 6591.2 301.42 False None None False None False 1986719.504 0 2872005 93712 None WORK15 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Ground Floor Cum 6591.2 6591.2 10.86 False None None False None False 71580.432 0 2872006 93712 None WORK16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates..First Floor Cum 6657.11 6657.11 11.52 False None None False None False 76689.9072 0 2872007 93712 None WORK17 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Second Floor Cum 6723.02 6723.02 11.52 False None None False None False 77449.1904 0 2872008 93712 None WORK18 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Third Floor Cum 6788.93 6788.93 11.52 False None None False None False 78208.4736 0 2872009 93712 None WORK19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Terrace Floor Cum 6854.84 6854.84 0.96 False None None False None False 6580.6464 0 2872010 93712 None WORK20 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sump and RWH Cum 6591.2 6591.2 24.96 False None None False None False 164516.352 0 2872011 93712 None WORK21 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Compound Wall Cum 6591.2 6591.2 37.74 False None None False None False 248751.888 0 2872012 93712 None WORK22 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregate. Basement/Celler Cum 7366.7 7366.7 74.14 False None None False None False 546167.138 0 2872013 93712 None WORK23 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregate. Ground Floor Cum 7366.7 7366.7 85.34 False None None False None False 628674.178 0 2872014 93712 None WORK24 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregate. First Floor Cum 7440.36 7440.36 91.5 False None None False None False 680792.94 0 2872015 93712 None WORK25 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregate. Second Floor Cum 7514.03 7514.03 84.77 False None None False None False 636964.3231 0 2872016 93712 None WORK26 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregate. Third Floor Cum 7587.7 7587.7 84.77 False None None False None False 643209.329 0 2872017 93712 None WORK27 Providing and laying in position Reinforced cement concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregate. Terrace Floor Cum 7661.36 7661.36 15.69 False None None False None False 120206.7384 0 2872018 93712 None WORK28 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) Basement/Celler Tonne 101.2 101.2 49469.227 False None None False None False 5006285.7724 0 2872019 93712 None WORK29 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) Ground Floor Tonne 101.2 101.2 9525.337 False None None False None False 963964.1044 0 2872020 93712 None WORK30 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) First Floor Tonne 102.21 102.21 9430.32 False None None False None False 963873.0072 0 2872021 93712 None WORK31 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) Second Floor Tonne 104.25 104.25 8559.12 False None None False None False 892288.26 0 2872022 93712 None WORK32 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) Third Floor Tonne 107.38 107.38 8559.12 False None None False None False 919078.3056 0 2872023 93712 None WORK33 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) Terrace Floor Tonne 111.67 111.67 1355.55 False None None False None False 151374.2685 0 2872024 93712 None WORK34 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) Compound Wall Tonne 101.2 101.2 4982.4 False None None False None False 504218.88 0 2872025 93712 None WORK35 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5887.2 5887.2 69.66 False None None False None False 410102.352 0 2872026 93712 None WORK36 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. Basement/Celler Sqm 1315.6 1315.6 35.0 False None None False None False 46046.0 0 2872027 93712 None WORK37 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. Ground Floor Sqm 1315.6 1315.6 454.0 False None None False None False 597282.4 0 2872028 93712 None WORK38 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. First Floor Sqm 1328.75 1328.75 262.851 False None None False None False 349263.26625 0 2872029 93712 None WORK39 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. Second Floor Sqm 1341.91 1341.91 262.851 False None None False None False 352722.38541 0 2872030 93712 None WORK40 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. Third Floor Sqm 1355.06 1355.06 262.851 False None None False None False 356178.87606 0 2872031 93712 None WORK41 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. Terrace Floor Sqm 1368.22 1368.22 66.0 False None None False None False 90302.52 0 2872032 93712 None WORK42 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. Ground Floor Sqm 1034.0 1034.0 20.0 False None None False None False 20680.0 0 2872033 93712 None WORK43 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. First Floor Sqm 1044.34 1044.34 18.0 False None None False None False 18798.12 0 2872034 93712 None WORK44 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. Second Floor Sqm 1054.68 1054.68 18.0 False None None False None False 18984.24 0 2872035 93712 None WORK45 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. Third Floor Sqm 1065.02 1065.02 18.0 False None None False None False 19170.36 0 2872036 93712 None WORK46 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. Each 5474.7 5474.7 5.0 False None None False None False 27373.5 0 2872037 93712 None WORK47 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Each 4250.4 4250.4 6.0 False None None False None False 25502.4 0 2872038 93712 None WORK48 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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..External Plastering .Basement/Celler Sqm 354.2 354.2 190.0 False None None False None False 67298.0 0 2872039 93712 None WORK49 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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..External Plastering . Ground Floor Sqm 354.2 354.2 717.0 False None None False None False 253961.4 0 2872040 93712 None WORK50 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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..External Plastering First Floor Sqm 357.74 357.74 201.0 False None None False None False 71905.74 0 2872041 93712 None WORK51 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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..External Plastering Second Floor Sqm 361.28 361.28 201.0 False None None False None False 72617.28 0 2872042 93712 None WORK52 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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..External Plastering. Third Floor Sqm 364.82 364.82 201.0 False None None False None False 73328.82 0 2872043 93712 None WORK53 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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..External Plastering . Terrace Floor Sqm 368.36 368.36 137.8 False None None False None False 50760.008 0 2872044 93712 None WORK54 Providing 15mm thick cement plaster in single coat with cement mortor 1:4, to brick masonry including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.( internal) . Basement/Celler Sqm 323.4 323.4 163.0 False None None False None False 52714.2 0 2872045 93712 None WORK55 Providing 15mm thick cement plaster in single coat with cement mortor 1:4, to brick masonry including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.( internal) . Ground Floor Sqm 323.4 323.4 436.0 False None None False None False 141002.4 0 2872046 93712 None WORK56 Providing 15mm thick cement plaster in single coat with cement mortor 1:4, to brick masonry including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.( internal) . First Floor Sqm 326.63 326.63 406.0 False None None False None False 132611.78 0 2872047 93712 None WORK57 Providing 15mm thick cement plaster in single coat with cement mortor 1:4, to brick masonry including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.( internal) .. Second Floor Sqm 329.86 329.86 406.0 False None None False None False 133923.16 0 2872048 93712 None WORK58 Providing 15mm thick cement plaster in single coat with cement mortor 1:4, to brick masonry including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.( internal) .. Third Floor Sqm 333.1 333.1 406.0 False None None False None False 135238.6 0 2872049 93712 None WORK59 Providing 12mm thick cement plaster in single coat with cement mortor 1:3, to ceiling including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. Basement/Celler Sqm 301.4 301.4 271.0 False None None False None False 81679.4 0 2872050 93712 None WORK60 Providing 12mm thick cement plaster in single coat with cement mortor 1:3, to ceiling including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. Ground Floor Sqm 301.4 301.4 208.44 False None None False None False 62823.816 0 2872051 93712 None WORK61 Providing 12mm thick cement plaster in single coat with cement mortor 1:3, to ceiling including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.. First Floor Sqm 304.41 304.41 207.0 False None None False None False 63012.87 0 2872052 93712 None WORK62 Providing 12mm thick cement plaster in single coat with cement mortor 1:3, to ceiling including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications..Second Floor Sqm 307.42 307.42 207.0 False None None False None False 63635.94 0 2872053 93712 None WORK63 Providing 12mm thick cement plaster in single coat with cement mortor 1:3, to ceiling including rounding off corners wherver required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. Third Floor Sqm 310.44 310.44 207.0 False None None False None False 64261.08 0 2872054 93712 None WORK64 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (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..Ground Floor Sqm 342.1 342.1 48.2 False None None False None False 16489.22 0 2872055 93712 None WORK65 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (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. First Floor Sqm 345.52 345.52 52.59 False None None False None False 18170.8968 0 2872056 93712 None WORK66 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (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. Second Floor Sqm 348.94 348.94 52.59 False None None False None False 18350.7546 0 2872057 93712 None WORK67 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (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. Third Floor Sqm 352.36 352.36 52.59 False None None False None False 18530.6124 0 2872058 93712 None WORK68 KSRB 15.8.2 Providing and fixing plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) Plaster Mesh 150 mm wide Mtr 27.5 27.5 500.0 False None None False None False 13750.0 0 2872059 93712 None WORK69 KSRB 15.8.2 Providing and fixing plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) Plaster Mesh 200 mm wide Mtr 33.0 33.0 500.0 False None None False None False 16500.0 0 2872060 93712 None WORK70 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. Basement/Celler Sqm 91.3 91.3 434.0 False None None False None False 39624.2 0 2872061 93712 None WORK71 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. Ground Floor Sqm 91.3 91.3 707.0 False None None False None False 64549.1 0 2872062 93712 None WORK72 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. First Floor Sqm 92.21 92.21 677.0 False None None False None False 62426.17 0 2872063 93712 None WORK73 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. Second Floor Sqm 93.12 93.12 677.0 False None None False None False 63042.24 0 2872064 93712 None WORK74 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. Third Floor Sqm 94.03 94.03 677.0 False None None False None False 63658.31 0 2872065 93712 None WORK75 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Basement/Celler Sqm 115.5 115.5 434.0 False None None False None False 50127.0 0 2872066 93712 None WORK76 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Ground Floor Sqm 115.5 115.5 707.0 False None None False None False 81658.5 0 2872067 93712 None WORK77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. First Floor Sqm 116.65 116.65 677.0 False None None False None False 78972.05 0 2872068 93712 None WORK78 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Second Floor Sqm 117.81 117.81 677.0 False None None False None False 79757.37 0 2872069 93712 None WORK79 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Third Floor Sqm 118.96 118.96 677.0 False None None False None False 80535.92 0 2872070 93712 None WORK80 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Basement/Celler Sqm 145.2 145.2 190.0 False None None False None False 27588.0 0 2872071 93712 None WORK81 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Ground Floor Sqm 145.2 145.2 717.0 False None None False None False 104108.4 0 2872072 93712 None WORK82 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. First Floor Sqm 146.65 146.65 201.0 False None None False None False 29476.65 0 2872073 93712 None WORK83 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Second Floor Sqm 148.1 148.1 201.0 False None None False None False 29768.1 0 2872074 93712 None WORK84 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Third Floor Sqm 149.55 149.55 201.0 False None None False None False 30059.55 0 2872075 93712 None WORK85 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 116.6 116.6 85.19 False None None False None False 9933.154 0 2872076 93712 None WORK86 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 2641.1 2641.1 18.18 False None None False None False 48015.198 0 2872077 93712 None WORK87 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Ground Floor Sqm 2088.9 2088.9 218.145 False None None False None False 455683.0905 0 2872078 93712 None WORK88 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. First Floor Sqm 2109.78 2109.78 213.64 False None None False None False 450733.3992 0 2872079 93712 None WORK89 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Second Floor Sqm 2130.67 2130.67 213.64 False None None False None False 455196.3388 0 2872080 93712 None WORK90 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Third Floor Sqm 2151.56 2151.56 213.64 False None None False None False 459659.2784 0 2872081 93712 None WORK91 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. Ground Floor Sqm 850.3 850.3 6.795 False None None False None False 5777.7885 0 2872082 93712 None WORK92 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. First Floor Sqm 858.8 858.8 12.3 False None None False None False 10563.24 0 2872083 93712 None WORK93 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. Second Floor Sqm 867.3 867.3 12.3 False None None False None False 10667.79 0 2872084 93712 None WORK94 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. Third Floor Sqm 875.8 875.8 12.3 False None None False None False 10772.34 0 2872085 93712 None WORK95 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Ground Floor Sqm 2282.5 2282.5 43.54 False None None False None False 99380.05 0 2872086 93712 None WORK96 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. First Floor Sqm 2305.32 2305.32 46.326 False None None False None False 106796.25432 0 2872087 93712 None WORK97 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Second Floor Sqm 2328.15 2328.15 46.326 False None None False None False 107853.8769 0 2872088 93712 None WORK98 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Third Floor Sqm 2350.97 2350.97 46.326 False None None False None False 108911.03622 0 2872089 93712 None WORK99 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.- Basement/Celler Sqm 3169.1 3169.1 45.7 False None None False None False 144827.87 0 2872090 93712 None WORK100 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.- Ground Floor Sqm 3169.1 3169.1 45.7 False None None False None False 144827.87 0 2872091 93712 None WORK101 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.- First Floor Sqm 3200.79 3200.79 45.7 False None None False None False 146276.103 0 2872092 93712 None WORK102 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.- Second Floor Sqm 3232.48 3232.48 45.7 False None None False None False 147724.336 0 2872093 93712 None WORK103 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.- Third Floor Sqm 3264.17 3264.17 45.7 False None None False None False 149172.569 0 2872094 93712 None WORK104 Providing & fixing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement: 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. Sqm 557.7 557.7 198.8 False None None False None False 110870.76 0 2872095 93712 None WORK105 Providing and laying Cinder concrete in cement 1:15 (1 cement: 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Ground Floor Cum 2218.7 2218.7 2.0385 False None None False None False 4522.81995 0 2872096 93712 None WORK106 Providing and laying Cinder concrete in cement 1:15 (1 cement: 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. First Floor Cum 2240.88 2240.88 3.68 False None None False None False 8246.4384 0 2872097 93712 None WORK107 Providing and laying Cinder concrete in cement 1:15 (1 cement: 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Second Floor Cum 2263.07 2263.07 3.68 False None None False None False 8328.0976 0 2872098 93712 None WORK108 Providing and laying Cinder concrete in cement 1:15 (1 cement: 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Third Floor Cum 2285.26 2285.26 3.68 False None None False None False 8409.7568 0 2872099 93712 None WORK109 Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) Ground Floor Sqm 619.3 619.3 6.795 False None None False None False 4208.1435 0 2872100 93712 None WORK110 Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) First Floor Sqm 625.49 625.49 12.3 False None None False None False 7693.527 0 2872101 93712 None WORK111 Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) Second Floor Sqm 631.68 631.68 12.3 False None None False None False 7769.664 0 2872102 93712 None WORK112 Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) Third Floor Sqm 637.87 637.87 12.3 False None None False None False 7845.801 0 2872103 93712 None WORK113 Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) Terrace Floor Sqm 644.07 644.07 219.3 False None None False None False 141244.551 0 2872104 93712 None WORK114 Providing & fixing of 3track 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 TPV(Thermo Plastic Vulcanized) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame havinga 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 30mm x 48.5mm. Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 2419mm x 2119mm Ground Floor Sqm 7964.0 7964.0 13.5 False None None False None False 107514.0 0 2872105 93712 None WORK115 Providing & fixing of 3track 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 TPV(Thermo Plastic Vulcanized) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame havinga 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 30mm x 48.5mm. Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 2419mm x 2119mm First Floor Sqm 8043.64 8043.64 9.0 False None None False None False 72392.76 0 2872106 93712 None WORK116 Providing & fixing of 3track 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 TPV(Thermo Plastic Vulcanized) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame havinga 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 30mm x 48.5mm. Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 2419mm x 2119mm Second Floor Sqm 8123.28 8123.28 9.0 False None None False None False 73109.52 0 2872107 93712 None WORK117 Providing & fixing of 3track 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 TPV(Thermo Plastic Vulcanized) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame havinga 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 30mm x 48.5mm. Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 2419mm x 2119mm Third Floor Sqm 8202.92 8202.92 9.0 False None None False None False 73826.28 0 2872108 93712 None WORK118 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 TPV(Thermo Plastic Vulcanized) 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. Ground Floor Sqm 5357.0 5357.0 1.5 False None None False None False 8035.5 0 2872109 93712 None WORK119 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 TPV(Thermo Plastic Vulcanized) 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. First Floor Sqm 5410.57 5410.57 2.2 False None None False None False 11903.254 0 2872110 93712 None WORK120 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 TPV(Thermo Plastic Vulcanized) 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. Second Floor Sqm 5464.14 5464.14 2.2 False None None False None False 12021.108 0 2872111 93712 None WORK121 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 TPV(Thermo Plastic Vulcanized) 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. Third Floor Sqm 5517.71 5517.71 2.2 False None None False None False 12138.962 0 2872112 93712 None WORK122 Providing and fixing M.S.grill work for windows and ventilators weighing 21 kg/sqm using M.S. flats, or M.S.square rods, or combination of M.S.flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifictions. Kg 144.1 144.1 972.0 False None None False None False 140065.2 0 2872113 93712 None WORK123 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 149.6 149.6 236.6 False None None False None False 35395.36 0 2872114 93712 None WORK124 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm) Sqm 743.6 743.6 24.0 False None None False None False 17846.4 0 2872115 93712 None WORK125 Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications. Sqm 1195.7 1195.7 52.8 False None None False None False 63132.96 0 2872116 93712 None WORK126 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 118.8 118.8 2800.0 False None None False None False 332640.0 0 2872117 93712 None WORK127 Providing and fixing Stainless steel 304 Grade for staircase railing, Balconys Ramps with hand rails 50mm dia 16 guage hollow pipe welded to vertical hollow 50mm dia pipe of 16 guage, stainless steel vertical pipe spaced at 1.20m regular intervals, and 5 Nos of 25mm dia. Stainless steel hollow horizontal pipe are welded to vertical 50mm dia hollow pipe. The entire assembly is fixed to staircase concrete by using expansion bolts by drilling concrete etc., complete including cost of materials, labour, HOM of machineries and electrical charges etc., complete as per specification ) Kg 550.0 550.0 4124.99 False None None False None False 2268744.5 0 2872118 93712 None WORK128 Toughened glass 12 mm thickness with hole Sqm 1925.0 1925.0 6.8445 False None None False None False 13175.6625 0 2872119 93712 None WORK129 Providing Teak wood 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. Ground Floor Cum 259213.9 259213.9 0.3 False None None False None False 77764.17 0 2872120 93712 None WORK130 Providing Teak wood 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. First Floor Cum 261806.03 261806.03 0.2 False None None False None False 52361.206 0 2872121 93712 None WORK131 Providing Teak wood 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. Second Floor Cum 264398.17 264398.17 0.2 False None None False None False 52879.634 0 2872122 93712 None WORK132 Providing Teak wood 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. Third Floor Cum 266990.31 266990.31 0.2 False None None False None False 53398.062 0 2872123 93712 None WORK133 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. Ground Floor Cum 67763.3 67763.3 0.2 False None None False None False 13552.66 0 2872124 93712 None WORK134 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 First Floor Cum 68440.93 68440.93 0.4 False None None False None False 27376.372 0 2872125 93712 None WORK135 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 . Second Floor Cum 69118.56 69118.56 0.4 False None None False None False 27647.424 0 2872126 93712 None WORK136 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 . Third Floor Cum 69796.19 69796.19 0.4 False None None False None False 27918.476 0 2872127 93712 None WORK137 Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). First Floor Sqm 9224.63 9224.63 9.3 False None None False None False 85789.059 0 2872128 93712 None WORK138 Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). Second Floor Sqm 9315.96 9315.96 9.3 False None None False None False 86638.428 0 2872129 93712 None WORK139 Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). Third Floor Sqm 9407.29 9407.29 9.3 False None None False None False 87487.797 0 2872130 93712 None WORK140 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick one side teak and one side commercial. Ground Floor Sqm 3789.5 3789.5 4.8 False None None False None False 18189.6 0 2872131 93712 None WORK141 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick one side teak and one side commercial. First Floor Sqm 3827.39 3827.39 12.0 False None None False None False 45928.68 0 2872132 93712 None WORK142 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick one side teak and one side commercial. Second Floor Sqm 3865.29 3865.29 12.0 False None None False None False 46383.48 0 2872133 93712 None WORK143 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick one side teak and one side commercial. Third Floor Sqm 3903.18 3903.18 12.0 False None None False None False 46838.16 0 2872134 93712 None WORK144 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +/-1mm), with wall thickness 2.0 mm (+/-0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (+/- 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section. Ground Floor Sqm 251.9 251.9 11.4 False None None False None False 2871.66 0 2872135 93712 None WORK145 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +/-1mm), with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (+/-0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section. First Floor Sqm 254.41 254.41 17.1 False None None False None False 4350.411 0 2872136 93712 None WORK146 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +/-1mm), with wall thickness 2.0 mm (+/-0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (+/- 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section. Second Floor Sqm 256.93 256.93 17.1 False None None False None False 4393.503 0 2872137 93712 None WORK147 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +/-1mm), with wall thickness 2.0 mm +/- 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (+/- 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section .Third Floor Sqm 259.45 259.45 17.1 False None None False None False 4436.595 0 2872138 93712 None WORK148 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.- -do- with both side prelam. Ground Floor Sqm 4183.3 4183.3 3.2 False None None False None False 13386.56 0 2872139 93712 None WORK149 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.- -do- with both side prelam. First Floor Sqm 4225.13 4225.13 4.8 False None None False None False 20280.624 0 2872140 93712 None WORK150 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.- -do- with both side prelam. Second Floor Sqm 4266.96 4266.96 4.8 False None None False None False 20481.408 0 2872141 93712 None WORK151 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.- -do- with both side prelam. Third Floor Sqm 4308.79 4308.79 4.8 False None None False None False 20682.192 0 2872142 93712 None WORK152 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 Ground Floor Nos 1633.5 1633.5 6.0 False None None False None False 9801.0 0 2872143 93712 None WORK153 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 First Floor Nos 1649.83 1649.83 8.0 False None None False None False 13198.64 0 2872144 93712 None WORK154 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. Second Floor Nos 1666.17 1666.17 8.0 False None None False None False 13329.36 0 2872145 93712 None WORK155 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. Third Floor Nos 1682.5 1682.5 8.0 False None None False None False 13460.0 0 2872146 93712 None WORK156 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :25x85x5.5 mm (heavy type) Nos 221.1 221.1 71.0 False None None False None False 15698.1 0 2872147 93712 None WORK157 Providing and fixing bright finished Brass handles with necessary screws etc. complete Brass handles 125 mm with plate 175x32 mm Each 202.4 202.4 44.0 False None None False None False 8905.6 0 2872148 93712 None WORK158 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete Each 915.2 915.2 22.0 False None None False None False 20134.4 0 2872149 93712 None WORK159 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm Each 370.7 370.7 44.0 False None None False None False 16310.8 0 2872150 93712 None WORK160 Chromium plated Brass screws 20 mm Nos 1.76 1.76 1500.0 False None None False None False 2640.0 0 2872151 93712 None WORK161 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Kg 126.5 126.5 58.5 False None None False None False 7400.25 0 2872152 93712 None WORK162 Providing, fabricating and fixing of stick type structure glazing using Alluminium Extrusions of 63.5 mm x 58.00 mmx 2.25 mm of 1.73 kgs/mtr for Vertical and Horizontal members and 63.5 mm x 38.1 x 1.33 mm of 0.759 kg/Mtr.as outer frame with Electro Anodized Paint coated block finishing, using 6mm thick imported glass reflective hard coated ocean blue raw glass with all necessary accessories like ultra glass Silicon sealant of Space tape, Masking tape, Galvanized Anchaor bolt, machine screws, 6mm thick M.S. angle 50mm x 150mm x 6mm M.S. Galvanized L Brackets, structural sealant setting clocks, fasteners, wall connection etc., Sqm 7318.3 7318.3 14.85 False None None False None False 108676.755 0 2872153 93712 None WORK163 Providing and fixing skirting with teak shade pre-laminated (one side decorative and other side balancing lamination) flat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws,including drill ing necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : 25 mm thick Sqm 1971.2 1971.2 29.7 False None None False None False 58544.64 0 2872154 93712 None WORK164 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Ground Floor Sqm 3863.2 3863.2 26.88 False None None False None False 103842.816 0 2872155 93712 None WORK165 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. First Floor Sqm 3901.83 3901.83 26.42 False None None False None False 103086.3486 0 2872156 93712 None WORK166 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Second Floor Sqm 3940.46 3940.46 26.5 False None None False None False 104422.19 0 2872157 93712 None WORK167 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Third Floor Sqm 3979.09 3979.09 26.5 False None None False None False 105445.885 0 2872158 93712 None WORK168 Desing, supplying,erecting testing and commissioning of -passenger/Bed-cum-passenger hospital lift with speed of1mtr per second,variable voltage frequency drive,with or without machine room for the available well size, operating at 415V 3phase 50cycle AC supply,power coated/stainless steel car entrance doors enclosuer with suitable colour vinyl flooring LED car illumination, energy light, intercom and fan as directed by user.Civil works like fixing of guide rail, counter weight etc.With Out Machine Room-SS Finish , 10 Passengers, 5 stops LS 1487700.0 1487700.0 1.0 False None None False None False 1487700.0 0 2872159 93712 None WORK169 BORE WELL Geophysical Investigation of site for sinking Borewell for supplying drinking water to the habitation either through a hand pump, Mini Water Supply scheme, or Piped Water Supply Scheme by vertical electrical sounding by adopting venner or Schlumberger's method, including reconnaissance survey of geological formation, geophysical investigation of existing ground water in the vicinity, its quality, quantity & acceptability of the users indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation incluing an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instrument and accessories to work site, engaging technical personal and labour required etc., complete Nos 5655.1 5655.1 1.0 False None None False None False 5655.1 0 2872160 93712 None WORK170 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collarsand cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges andcost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour(Excluding cost of casing pipes, collars, cap etc., complete )0.00 to 50.00mtr Mtr 319.0 319.0 50.0 False None None False None False 15950.0 0 2872161 93712 None WORK171 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collarsand cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges andcost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour(Excluding cost of casing pipes, collars, cap etc., complete )50.00 to100.00 mtrs Mtr 400.4 400.4 50.0 False None None False None False 20020.0 0 2872162 93712 None WORK172 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collarsand cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges andcost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour(Excluding cost of casing pipes, collars, cap etc., complete )100.00 to 150.00 mtrs Mtr 425.7 425.7 50.0 False None None False None False 21285.0 0 2872163 93712 None WORK173 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collarsand cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges andcost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour(Excluding cost of casing pipes, collars, cap etc., complete )150.00 to 200.00 mtrs Mtr 493.9 493.9 50.0 False None None False None False 24695.0 0 2872164 93712 None WORK174 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collarsand cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges andcost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour(Excluding cost of casing pipes, collars, cap etc., complete )200.00 to 250.00 mtrs Mtr 579.7 579.7 50.0 False None None False None False 28985.0 0 2872165 93712 None WORK175 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 250 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collarsand cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges andcost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour(Excluding cost of casing pipes, collars, cap etc., complete )250.00 to 300.00 mtrs Mtr 613.8 613.8 50.0 False None None False None False 30690.0 0 2872166 93712 None WORK176 Supply of ISI Mark 175mm nominal bore, plain end steel casing pipe-grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest amendments, electrical resistance welded steel tube material and conforming to IS 1387-1993 and manufactured by basicopen hearth electric or basic oxygen process in random length of 5 to 7m. Both ends threaded conforming to IS 554-1985, one end fixed with socket conforming to IS 4270- 2001 and the other end with screwed pipes. All pipes shall be resonably free from defects. The tubes shall be resonably straight and should be with ISI marking weighing 25.10kg/m. (exclusive of all taxes and duties). Prices include Collar-Medium duty Mtr 2126.3 2126.3 50.0 False None None False None False 106315.0 0 2872167 93712 None WORK177 Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with I SI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm. Each 3355.0 3355.0 50.0 False None None False None False 167750.0 0 2872168 93712 None WORK178 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 3 HP 10.00 HP - 90 LPM @ 220 m = 20 STG Outlet Dia - 2.00” Each 61446.0 61446.0 1.0 False None None False None False 61446.0 0 2872169 93712 None WORK179 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments Mtr 231.0 231.0 310.0 False None None False None False 71610.0 0 2872170 93712 None WORK180 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6765.0 6765.0 1.0 False None None False None False 6765.0 0 2872171 93712 None WORK181 supplying and fixing 50mm GI Union. Each 192.5 192.5 2.0 False None None False None False 385.0 0 2872172 93712 None WORK182 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter Each 18150.0 18150.0 1.0 False None None False None False 18150.0 0 2872173 93712 None WORK183 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including oper ated levers Each 3724.6 3724.6 36.0 False None None False None False 134085.6 0 2872174 93712 None WORK184 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern Each 7290.8 7290.8 6.0 False None None False None False 43744.8 0 2872175 93712 None WORK185 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm Each 6747.4 6747.4 1.0 False None None False None False 6747.4 0 2872176 93712 None WORK186 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, 10 litre capacity - White Each 895.4 895.4 1.0 False None None False None False 895.4 0 2872177 93712 None WORK187 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, 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 : White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. Each 7452.5 7452.5 11.0 False None None False None False 81977.5 0 2872178 93712 None WORK188 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge Each 271.7 271.7 12.0 False None None False None False 3260.4 0 2872179 93712 None WORK189 Providing and fixing brass bib cock of approved quality : 20 mm nominal bore Nos 379.5 379.5 20.0 False None None False None False 7590.0 0 2872180 93712 None WORK190 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required, Kitchen sink with drain board, 510x1040 mm bowl depth 250 mm Each 5467.0 5467.0 4.0 False None None False None False 21868.0 0 2872181 93712 None WORK191 Providing and fixing 100 mm sand cast Iron grating for gully trap. Each 225.5 225.5 15.0 False None None False None False 3382.5 0 2872182 93712 None WORK192 Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). -do- 10cms x 7.5cms Each 228.8 228.8 15.0 False None None False None False 3432.0 0 2872183 93712 None WORK193 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 1068.1 1068.1 12.0 False None None False None False 12817.2 0 2872184 93712 None WORK194 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g Each 418.0 418.0 12.0 False None None False None False 5016.0 0 2872185 93712 None WORK195 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Each 127.6 127.6 12.0 False None None False None False 1531.2 0 2872186 93712 None WORK196 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore Nos 379.5 379.5 26.0 False None None False None False 9867.0 0 2872187 93712 None WORK197 Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length, 15 mm nominal bore Nos 122.1 122.1 26.0 False None None False None False 3174.6 0 2872188 93712 None WORK198 Providing and fixing gun metal non- return valve of approved quality (screwed end) Horizontal: 25 mm nominal bor Nos 542.3 542.3 1.0 False None None False None False 542.3 0 2872189 93712 None WORK199 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: a) PVC pipes 63mm dia., 6 kg/sqcm & class 3 Mtr 168.3 168.3 60.0 False None None False None False 10098.0 0 2872190 93712 None WORK200 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: b) PVC pipes 75mm dia., 6 kg/sqcm & class 3 Mtr 231.0 231.0 80.0 False None None False None False 18480.0 0 2872191 93712 None WORK201 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: c) PVC pipes 90mm dia., 6 kg/sqcm & class 3 Mtr 309.1 309.1 120.0 False None None False None False 37092.0 0 2872192 93712 None WORK202 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: d) PVC pipes 110mm dia., 6 kg/sqcm & class 3 Mtr 433.4 433.4 120.0 False None None False None False 52008.0 0 2872193 93712 None WORK203 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: e) PVC pipes 160mm dia., 6 kg/sqcm & class 3 Mtr 658.9 658.9 50.0 False None None False None False 32945.0 0 2872194 93712 None WORK204 Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. Internal Work a) 15 mm dia nominal OD pipes Mtr 336.6 336.6 60.0 False None None False None False 20196.0 0 2872195 93712 None WORK205 Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. Internal Work. b) 20 mm dia nominal OD pipes Mtr 410.3 410.3 160.0 False None None False None False 65648.0 0 2872196 93712 None WORK206 Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External Work. a) 15 mm dia nominal OD pipes Mtr 181.5 181.5 40.0 False None None False None False 7260.0 0 2872197 93712 None WORK207 Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External Work. b) 20 mm dia nominal OD pipes Mtr 236.5 236.5 80.0 False None None False None False 18920.0 0 2872198 93712 None WORK208 Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External Work. c) 25 mm dia nominal OD pipes Mtr 328.9 328.9 80.0 False None None False None False 26312.0 0 2872199 93712 None WORK209 Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External Work. d) 32 mm dia nominal OD pipes Mtr 393.8 393.8 80.0 False None None False None False 31504.0 0 2872200 93712 None WORK210 Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External Work. e) 50 mm dia nominal OD pipes Mtr 772.2 772.2 80.0 False None None False None False 61776.0 0 2872201 93712 None WORK211 Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. a) 20 mm dia nominal bore Each 308.0 308.0 12.0 False None None False None False 3696.0 0 2872202 93712 None WORK212 Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. b) 25 mm dia nominal bore Each 411.4 411.4 10.0 False None None False None False 4114.0 0 2872203 93712 None WORK213 Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. c) 32 mm dia nominal bore Each 760.1 760.1 5.0 False None None False None False 3800.5 0 2872204 93712 None WORK214 Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. d) 50 mm dia nominal bore Each 1593.9 1593.9 3.0 False None None False None False 4781.7 0 2872205 93712 None WORK215 Providing and placing on terrace (at all floor levels) polyethylene water 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 Ltr 8.8 8.8 10000.0 False None None False None False 88000.0 0 2872206 93712 None WORK216 Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 supplying and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For 1.2m dia Machinehole. Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 2.0M depth & SFRC cover & frame. Each 63591.0 63591.0 3.0 False None None False None False 190773.0 0 2872207 93712 None WORK217 Point wiring using copper wire without switch Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using 1100V grade, copper conductor flecxible multistrand FRLS PVC insulated, 2x.1.5Sqmm cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/ PVC round block.complete for each outlet. a) Short point upto 3.0M from tapping point to outlet via switch box. Point 276.0 276.0 120.0 False None None False None False 33120.0 0 2872208 93712 None WORK218 Point wiring using copper wire without switch Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using 1100V grade, copper conductor flecxible multistrand FRLS PVC insulated, 2x.1.5Sqmm cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/ PVC round block.complete for each outlet. b) Medium point above 3.0M upto 6.0M from tapping point to outlet via switch box Point 386.0 386.0 120.0 False None None False None False 46320.0 0 2872209 93712 None WORK219 Point wiring using copper wire without switch Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using 1100V grade, copper conductor flecxible multistrand FRLS PVC insulated, 2x.1.5Sqmm cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/ PVC round block.complete for each outlet. c) Long point above 6.0M upto 10.0M from tapping point to outlet via switch box Point 567.0 567.0 40.0 False None None False None False 22680.0 0 2872210 93712 None WORK220 Point wiring using copper wire without switch Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using 1100V grade, copper conductor flecxible multistrand FRLS PVC insulated, 2x.1.5Sqmm cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/ PVC round block.complete for each outlet. d) Two outlet in a row, above 3m upto 6m from tapping point to out let via switches. Point 721.0 721.0 40.0 False None None False None False 28840.0 0 2872211 93712 None WORK221 Point wiring using copper wire without switch Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using 1100V grade, copper conductor flecxible multistrand FRLS PVC insulated, 2x.1.5Sqmm cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/ PVC round block.complete for each outlet. e) Three outlet in a row, above 6.0M upto 10.0M from tapping point to outlet via switch box Point 1054.0 1054.0 8.0 False None None False None False 8432.0 0 2872212 93712 None WORK222 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface andrun with 18 SWG GI fish wire run throughout the conduitwherever necessary. 19/20 mm dia 2 mm thick Each 61.0 61.0 1125.0 False None None False None False 68625.0 0 2872213 93712 None WORK223 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface andrun with 18 SWG GI fish wire run throughout the conduitwherever necessary. 25 mm dia 2 mm thick Each 70.0 70.0 900.0 False None None False None False 63000.0 0 2872214 93712 None WORK224 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface andrun with 18 SWG GI fish wire run throughout the conduitwherever necessary. 32 mm dia 2.5 mm thick Each 93.0 93.0 600.0 False None None False None False 55800.0 0 2872215 93712 None WORK225 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.Cwall - a)1-3Way Each 123.0 123.0 60.0 False None None False None False 7380.0 0 2872216 93712 None WORK226 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.Cwall - b)6 Way Each 212.0 212.0 100.0 False None None False None False 21200.0 0 2872217 93712 None WORK227 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.Cwall - c) 8Way Each 250.0 250.0 40.0 False None None False None False 10000.0 0 2872218 93712 None WORK228 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.Cwall - d) 10-12Way Each 325.0 325.0 20.0 False None None False None False 6500.0 0 2872219 93712 None WORK229 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. - a)1-3Module Each 152.0 152.0 40.0 False None None False None False 6080.0 0 2872220 93712 None WORK230 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. - b)6 Module Each 244.0 244.0 40.0 False None None False None False 9760.0 0 2872221 93712 None WORK231 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. - c)8 Module Each 302.0 302.0 60.0 False None None False None False 18120.0 0 2872222 93712 None WORK232 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. - d) 10-12Module Each 363.0 363.0 60.0 False None None False None False 21780.0 0 2872223 93712 None WORK233 Supplying and fixing of modular switch/socket/stepped electronic fan regulator/dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - a) 6Amps one Way Each 88.0 88.0 480.0 False None None False None False 42240.0 0 2872224 93712 None WORK234 Supplying and fixing of modular switch/socket/stepped electronic fan regulator/dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - b) 6Amps Two way Each 152.0 152.0 40.0 False None None False None False 6080.0 0 2872225 93712 None WORK235 Supplying and fixing of modular switch/socket/stepped electronic fan regulator/dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - c) 6Amps 3way socket Each 162.0 162.0 40.0 False None None False None False 6480.0 0 2872226 93712 None WORK236 Supplying and fixing of modular switch/socket/stepped electronic fan regulator/dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - d) Steeped fan Regulator Each 313.0 313.0 40.0 False None None False None False 12520.0 0 2872227 93712 None WORK237 Supplying and fixing of modular switch/socket/stepped electronic fan regulator/dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - e) 16Amps one way switch Each 249.0 249.0 40.0 False None None False None False 9960.0 0 2872228 93712 None WORK238 Supplying and fixing of modular switch/socket/stepped electronic fan regulator/dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - f) 6Amps Bell push Each 159.0 159.0 4.0 False None None False None False 636.0 0 2872229 93712 None WORK239 Supplying and fixing of modular switch/socket/stepped electronic fan regulator/dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - g) 6/16Amps universal socket Each 249.0 249.0 60.0 False None None False None False 14940.0 0 2872230 93712 None WORK240 Supplying and fixing of modular switch/socket/stepped electronic fan regulator/dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - h) TV/Telephone socket Each 147.0 147.0 16.0 False None None False None False 2352.0 0 2872231 93712 None WORK241 Supply and fixing of 6Amps bell buzzer on existing switch board. Each 159.0 159.0 4.0 False None None False None False 636.0 0 2872232 93712 None WORK242 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multisand Copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP of Group-A. - a) 1.5sqmm Each 26.0 26.0 4200.0 False None None False None False 109200.0 0 2872233 93712 None WORK243 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multisand Copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP of Group-A. - b) 2.5sqmm Each 40.0 40.0 4100.0 False None None False None False 164000.0 0 2872234 93712 None WORK244 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multisand Copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP of Group-A. - c) 4sqmm Each 59.0 59.0 3000.0 False None None False None False 177000.0 0 2872235 93712 None WORK245 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multisand Copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP of Group-A. - d)6Sqmm Each 87.0 87.0 1200.0 False None None False None False 104400.0 0 2872236 93712 None WORK246 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multisand Copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP of Group-A. - e)10Sqmm Each 157.0 157.0 830.0 False None None False None False 130310.0 0 2872237 93712 None WORK247 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multisand Copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP of Group-A. - f) 16sqmm Each 318.0 318.0 600.0 False None None False None False 190800.0 0 2872238 93712 None WORK248 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.I - Single Door - 8Way SP &N Each 1302.0 1302.0 4.0 False None None False None False 5208.0 0 2872239 93712 None WORK249 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.I - Single Door - 12Way SP &N Each 1591.0 1591.0 4.0 False None None False None False 6364.0 0 2872240 93712 None WORK250 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.II - Double Door - 6Way TP & N Each 1552.0 1552.0 4.0 False None None False None False 6208.0 0 2872241 93712 None WORK251 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V uoto 300mA sensitivity on exisiting wood/panel board.- 63 Amps 4 pole Each 3058.0 3058.0 12.0 False None None False None False 36696.0 0 2872242 93712 None WORK252 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. - 6-32A SP MCB Each 523.0 523.0 120.0 False None None False None False 62760.0 0 2872243 93712 None WORK253 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required. confirming to IEC 60898. - 6-32AMPS DP MCB Each 1103.0 1103.0 20.0 False None None False None False 22060.0 0 2872244 93712 None WORK254 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required. confirming to IEC 60898. - 6-32AMPS TPN MCB Each 1777.0 1777.0 12.0 False None None False None False 21324.0 0 2872245 93712 None WORK255 LIGHT FIXTURES Supplying of .eet PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater 80. Power Input: 220-240V @ 50/60Hz & Power factor greater 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED light fighting 1 x4 cms- 20/22 w Each 740.0 740.0 40.0 False None None False None False 29600.0 0 2872246 93712 None WORK256 Supplying of recess mounting non integral type LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clA, Power LEDs with CCT 6500 degree K, CRI greater 70%. efficacy greater 100 lumen per W, 120degree beam spread, life greater 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater 0.95, power loss should lesser 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. LED modular down light 1'x1' 34-22 W Each 2869.0 2869.0 5.0 False None None False None False 14345.0 0 2872247 93712 None WORK257 Supplying of recess mounting non integral type LED W luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded fase ceiling clamps, Power LEDs with CCT 6500 degree K, CRI greater 70percent. efficacy greater 100 lumen per watt, 120degree beam spread, life greater 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater 0.95, power loss should lesser 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, , THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/ CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. LED modular down light 2'x2' /1'x4' 34-36 W Each 5651.0 5651.0 5.0 False None None False None False 28255.0 0 2872248 93712 None WORK258 Supply of round/square recess/surface mounted rolling type LED Down light with W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70 percent lumen maintenance with CRI greater 80. Power Input: 220-240V at 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED square or round down light 10-12W Each 835.0 835.0 5.0 False None None False None False 4175.0 0 2872249 93712 None WORK259 Supplying of 1440rpm heavy duty eahust fan with bracket blades suitable for operate on 230V 50Hz, AC Supply complete.- 12" sweep Each 2997.0 2997.0 1.0 False None None False None False 2997.0 0 2872250 93712 None WORK260 Supplying wall mounting fan suitable to operate at single phase 230V AC Supply.- 400mm sweep Each 3336.0 3336.0 32.0 False None None False None False 106752.0 0 2872251 93712 None WORK261 Fixing all types and allcapacities fluorescent / false ceiling/spotIight/ LED fittings indoor on the wall/ ceiling/rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required nos of round blocks and clamps (if required) On wall/ ceiling / Rafter / Girders Each 119.0 119.0 280.0 False None None False None False 33320.0 0 2872252 93712 None WORK262 Fixing a ceiling/Wall mounting fan of all capacities and all types to the existing S hook together with supplying and fixing a 5 ampers ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring completely. Each 162.0 162.0 32.0 False None None False None False 5184.0 0 2872253 93712 None WORK263 Supplying and drawing PVC Flexible one pair telephone unarmoured tinned copper cable -2 Pair Mtr 19.0 19.0 450.0 False None None False None False 8550.0 0 2872254 93712 None WORK264 Supplying and drawing PVC Insulated Gas injected physical Foam jelly floaded co-Axial TV Cable RG-6 Mtr 42.0 42.0 500.0 False None None False None False 21000.0 0 2872255 93712 None WORK265 Supplying & Drawing UTP- CAT 6E-LAN Cable Mtr 34.0 34.0 650.0 False None None False None False 22100.0 0 2872256 93712 None WORK266 Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. 62.5 kVA/50kW Set 618585.0 618585.0 1.0 False None None False None False 618585.0 0 2872257 93712 None WORK267 LED Street light Supply of LED Streetlight with pressure die cast aluminum housing body with optimal heat sink for better thermal dissipation. Diffuser with Injection moulded & is made of polycarbonate material with high transmission index, delivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percent. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminare IK08. Power Factor 0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection Min 4KV along with Over voltage/Overload, short circuit/ miswiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption as per detailed items as per document Each 3651.0 3651.0 10.0 False None None False None False 36510.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709288882000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709288882000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709288882000 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 1709288891000 0 None None ELIGIBILITY All terms and conditions as per tender document None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 Satisfactorily completed (at least 50% of the contract value), as prime contractor, at least one similar Nature of building work of value not less than Rs.200.00 lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None To qualify for award of this contract, each Tenderer should have in the last five years i.e. (2018-19 to 2022-23) satisfactorily completed at least one similar works for an amount not less than Rs.200.00 Lakhs not below the rank of Executive engineer along with PWD Class-I or Super grade Electrical License/Registration copy Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None The Tenderer or his identified sub-contractor should have executed similar water supply/sanitary engineering works totaling Rs.18.00 lakhs. in any one year Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None The Tenderer Should Upload valid Registration Certificate of ESI and EPF should upload Last One year Paid Challan. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None The Tenderer Should have valid Labour Registration Certificate with should upload Last One year Paid Challan Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None SECTION 3: QUALIFICATION INFORMATION Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None BANKERS CERTIFICATE Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None List of existing commitments and ongoing works Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None The contractor should have Pre-Qualification under category-I or PWD Class-I or Super grade Electrical License/Registration copy Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None The Tenderer should upload a Notarized Affidavit, swearing the genuineness of their statement / documents uploaded / not black-listed, etc. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None Site Appreciation or Site Inspection along with department in charge, Bidders should be received inspection certificate from department General manager projects. ( Before pre bid meeting). Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None Availability by owning at least 50 % of the required following key and critical equipments for this work (b) the remaining 50 % can be deployed on lease/hire for all works provided, the relevant documents of original Registration RTO Issued RC Book, Tax paid Clearance certificate & Insurance are shown in the verification time (commitment agreements etc.,) for availability for this work are furnished Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None Liquid assets and /or availability of credit facilities of no less than Rs.100.00 Lakhs (25%) (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2018-19 to 2022-23 Achieved in at least two financial years in last five years a minimum financial turnover of Rs.800.00 Lakhs. A Turnover Certificate, certified by a Chartered Accountant with his / her name, signature, registration number, contact phone number address and UDIN should be uploaded along with the Proposal. Service Provider should upload Balance Sheet / Profit & Loss Statement for the last 5 Financial Years (2018,19, 2019-20, 2020-21, 2021-22 and 2022-2023). certified by a Chartered Accountant. The Tenderer should upload IT Returns for the last 5 Financial Years. The Tenderer should upload GST Registration and Returns for the financial year 2022-2023, The Tenderer should upload PAN Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Company Registration Certificate False Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1709290312000 version 0 createdDate None modifiedDate None blockNumber No 36 MSIL House Cunningham Road street None city Bangalore state Karnataka pin 560052
tenderRecallDTO	None