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noticeInvitingTenderDTO	createdTs 1722491035038 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 393000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 31-08-2024 17:30:00 tenderQueryClose 22-08-2024 11:00:00 technicalBidOpen 02-09-2024 11:00:00 publishedDate 01-08-2024 17:09:24 publishedByPost KSPHIDCL_EECNT_CNT_BNG publishedByUser KPE13762 - SHIVAPRAKASH G bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 19-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SHIVAPRAKASH G splitEmdRequiredYn True emdBankGuarantee 293000.00 emdCash 100000.00 bgValidityPeriod 120 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08025584130 mobileNumber 7892672609 tenderSupplierList None
tenderSchedule	createdTs 1722491035063 version 12 createdDate None modifiedDate None tenderNumber KSPHIDCL/2024-25/BD/WORK_INDENT110 title Construction of 3 Bay Fire Station at Arakera in Raichur District under K-SAFE-2 Scheme description Construction of 3 Bay Fire Station at Arakera in Raichur District under K-SAFE-2 Scheme category WORKS categoryText Works ecv 26171595.00 deptName Karnataka State Police Housing and Infrastructure Development Corporation Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 7550 locationName KSPHIDCL Contracts Section Bengaluru provisionalAmount 30000000.0 groupOverheadTotal 0.0 fileNumber PHC/CNT/KLB/TND/18/2024-25/WI-110
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722491035000 0 None None Buildings CONSTRUCTION OF 3 BAY FIRE STATION AT ARAKERA IN RAICHUR DISTRICT UNDER K-SAFE SCHEME (CIVIL) 23812050.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3662680 133688 None Vol-1,P-8,1.12 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 117.71 117.71 3240.0 False None None False None False 381380.4 0 3662681 133688 None Vol-1,P-8,1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m In all kinds of soils OS, HS 30 percent Cum 126.38 126.38 84.2 False None None False None False 10641.196 0 3662682 133688 None Vol-1,P-8,1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m In soft rock without blasting 70 percent Cum 449.76 449.76 196.48 False None None False None False 88368.8448 0 3662683 133688 None Vol-1,P-58,2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm and down size graded crushed coarse aggregates Cum 7017.7 7017.7 115.88 False None None False None False 813211.076 0 3662684 133688 None Vol-1,P-15,2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Column footing Cum 8412.76 8412.76 45.21 False None None False None False 380340.8796 0 3662685 133688 None Vol-2,P-9,5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 7688.0 7688.0 101.24 False None None False None False 778333.12 0 3662686 133688 None Vol-2,P-9,5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 7915.97 7915.97 42.33 False None None False None False 335083.0101 0 3662687 133688 None Vol-1,P-16,2.5.1 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Column Ground Floor. Cum 13964.77 13964.77 23.0 False None None False None False 321189.71 0 3662688 133688 None Vol-1,P-16,2.5.1 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Column First Floor. Cum 14046.91 14046.91 18.1 False None None False None False 254249.071 0 3662689 133688 None Vol-1,P-16,2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Plinth beam. Cum 11751.3 11751.3 23.07 False None None False None False 271102.491 0 3662690 133688 None Vol-1,P-7,1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. a.With available earth (30 percent of excavated earth) Cum 329.57 329.57 84.2 False None None False None False 27749.794 0 3662691 133688 None Vol-1,P-7,1.8 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with new earth Cum 587.29 587.29 394.82 False None None False None False 231873.8378 0 3662692 133688 None Vol-2,P-14,6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Ground Floor. Cum 9873.59 9873.59 73.14 False None None False None False 722154.3726 0 3662693 133688 None Vol-2,P-14,6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work First Floor. Cum 9972.33 9972.33 66.72 False None None False None False 665353.8576 0 3662694 133688 None Vol-2,P-14,6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Third Floor. Cum 10071.06 10071.06 23.95 False None None False None False 241201.887 0 3662695 133688 None Vol-2,P-14,6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Ground Floor. Sqm 1279.89 1279.89 27.53 False None None False None False 35235.3717 0 3662696 133688 None Vol-2,P-14,6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work First Floor. Sqm 1292.69 1292.69 30.34 False None None False None False 39220.2146 0 3662697 133688 None Vol-1,P-15,2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates For coping & window cills Ground Floor. Cum 8088.01 8088.01 4.82 False None None False None False 38984.2082 0 3662698 133688 None Vol-1,P-15,2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates For coping & window cills First Floor. Cum 8165.03 8165.03 1.88 False None None False None False 15350.2564 0 3662699 133688 None Vol-1,P-15,2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates For coping & window cills Third Floor. Cum 8242.06 8242.06 1.14 False None None False None False 9395.9484 0 3662700 133688 None Vol-1,P-16,2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Staircase/lintel/Wall Shelves/Roof beam/Roofslab Ground Floor A Staircase/lintel/Wall Shelves Cum 12321.86 12321.86 40.45 False None None False None False 498419.237 0 3662701 133688 None Vol-1,P-16,2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Staircase/lintel/Wall Shelves/Roof beam/Roofslab Ground Floor B Lintels and Roof beams Cum 13143.31 13143.31 21.95 False None None False None False 288495.6545 0 3662702 133688 None Vol-1,P-16,2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Staircase/lintel/Wall Shelves/Roof beam/Roofslab First Floor A taircase/lintel/Wall Shelves Cum 12404.0 12404.0 76.5 False None None False None False 948906.0 0 3662703 133688 None Vol-1,P-16,2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Staircase/lintel/Wall Shelves/Roof beam/Roofslab First Floor B Lintels and Roof beams Cum 13225.46 13225.46 22.96 False None None False None False 303656.5616 0 3662704 133688 None Vol-1,P-16,2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Plain Chejja Ground Floor Cum 11911.13 11911.13 0.75 False None None False None False 8933.3475 0 3662705 133688 None Vol-1,P-16,2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Plain Chejja First Floor Cum 11993.27 11993.27 0.7 False None None False None False 8395.289 0 3662706 133688 None Vol-1,P-18,2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Ground Floor Tonne 110837.22 110837.22 28.07 False None None False None False 3111200.7654 0 3662707 133688 None Vol-1,P-18,2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification First Floor Tonne 111945.6 111945.6 11.85 False None None False None False 1326555.36 0 3662708 133688 None Vol-2,P-44,8.19.1 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. Sqm 315.95 315.95 27.82 False None None False None False 8789.729 0 3662709 133688 None Vol-2,P-42,8.9 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. For External walls Ground Floor Sqm 477.02 477.02 308.3 False None None False None False 147065.266 0 3662710 133688 None Vol-2,P-42,8.9 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. For External walls First Floor Sqm 481.79 481.79 323.54 False None None False None False 155878.3366 0 3662711 133688 None Vol-2,P-42,8.9 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. For External walls Third Floor Sqm 486.56 486.56 101.3 False None None False None False 49288.528 0 3662712 133688 None Vol-2,P-41,8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Common SR 2023-24 Vol-2 P.No. 41, I.No. 8.4.2 For Ceiling Ground Floor Sqm 394.3 394.3 415.68 False None None False None False 163902.624 0 3662713 133688 None Vol-2,P-41,8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Common SR 2023-24 Vol-2 P.No. 41, I.No. 8.4.2 For Ceiling First Floor Sqm 390.43 390.43 229.71 False None None False None False 89685.6753 0 3662714 133688 None Vol-2,P-41,8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Common SR 2023-24 Vol-2 P.No. 41, I.No. 8.4.2 For Ceiling Third Floor Sqm 394.3 394.3 23.72 False None None False None False 9352.796 0 3662715 133688 None Vol-2,P-41,8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. For Inside walls Ground Floor. Sqm 298.6 298.6 615.85 False None None False None False 183892.81 0 3662716 133688 None Vol-2,P-41,8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. For Inside walls First Floor. Sqm 301.58 301.58 399.98 False None None False None False 120625.9684 0 3662717 133688 None Vol-2,P-41,8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. For Inside walls Third Floor. Sqm 304.57 304.57 56.58 False None None False None False 17232.5706 0 3662718 133688 None Vol-2,P-50,8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Ground Floor Sqm 123.9 123.9 1078.6 False None None False None False 133638.54 0 3662719 133688 None Vol-2,P-50,8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge First Floor Sqm 123.9 123.9 716.52 False None None False None False 88776.828 0 3662720 133688 None Vol-2,P-50,8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Third Floor Sqm 123.9 123.9 80.3 False None None False None False 9949.17 0 3662721 133688 None Vol-2,P-41,8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Ground Floor. Sqm 345.68 345.68 52.71 False None None False None False 18220.7928 0 3662722 133688 None Vol-2,P-41,8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge First Floor. Sqm 349.14 349.14 61.74 False None None False None False 21555.9036 0 3662723 133688 None Vol-2,P-44,8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20cms, c to c both horizontally and vertically fixed with chicken mesh for dropchajja.facia, backing to cup boards including cost of all materials,labour,providing and removing form work usage charges, curing, complete as per specifications Ground Floor Sqm 1533.88 1533.88 16.92 False None None False None False 25953.2496 0 3662724 133688 None Vol-2,P-44,8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20cms, c to c both horizontally and vertically fixed with chicken mesh for dropchajja.facia, backing to cup boards including cost of all materials,labour,providing and removing form work usage charges, curing, complete as per specifications First Floor Sqm 1533.88 1533.88 43.22 False None None False None False 66294.2936 0 3662725 133688 None Vol-2,P-63,9.24 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, Lakared, River Pink, Orissa Blue or equivalent Ground Floor. Sqm 3533.63 3533.63 171.6 False None None False None False 606370.908 0 3662726 133688 None Vol-2,P-63,9.24 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, Lakared, River Pink, Orissa Blue or equivalent First Floor. Sqm 3568.96 3568.96 68.1 False None None False None False 243046.176 0 3662727 133688 None Vol-2,P-62,9.22.2 Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm Ground Floor Sqm 1642.91 1642.91 102.57 False None None False None False 168513.2787 0 3662728 133688 None Vol-2,P-62,9.22.2 Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm First Floor Sqm 1659.34 1659.34 109.31 False None None False None False 181382.4554 0 3662729 133688 None Vol-2,P-60,9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete Ground Floor. Sqm 1101.47 1101.47 27.63 False None None False None False 30433.6161 0 3662730 133688 None Vol-2,P-60,9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete First Floor. Sqm 1112.49 1112.49 18.03 False None None False None False 20058.1947 0 3662731 133688 None Vol-2,P-65,9.39 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 1795.31 1795.31 52.71 False None None False None False 94630.7901 0 3662732 133688 None Vol-2,P-65,9.39 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 1813.26 1813.26 61.74 False None None False None False 111950.6724 0 3662733 133688 None Vol-1,P-11,1.23 Providing and Filling in foundation with granite/trap broken metal 100mm and downsize & 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 3323.0 3323.0 54.71 False None None False None False 181801.33 0 3662734 133688 None Vol-2,P-59,9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge Sqm 991.2 991.2 221.61 False None None False None False 219659.832 0 3662735 133688 None Vol-2,P-100,12.13.1 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 122431.79 122431.79 0.32 False None None False None False 39178.1728 0 3662736 133688 None Vol-2,P-100,12.13.1 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 122431.79 122431.79 0.27 False None None False None False 33056.5833 0 3662737 133688 None Vol-2,P-104,12.51 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 1258.82 1258.82 7.0 False None None False None False 8811.74 0 3662738 133688 None Vol-2,P-104,12.51 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 1258.82 1258.82 6.0 False None None False None False 7552.92 0 3662739 133688 None Vol-2,P-105,12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets ( core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Ground Floor Sqm 5615.15 5615.15 4.92 False None None False None False 27626.538 0 3662740 133688 None Vol-2,P-105,12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets ( core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak First Floor Sqm 5671.3 5671.3 6.56 False None None False None False 37203.728 0 3662741 133688 None Vol-2,P-105,12.57.1 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. 30 mm thick both side Teak Ground Floor Sqm 5009.28 5009.28 9.02 False None None False None False 45183.7056 0 3662742 133688 None Vol-2,P-105,12.57.1 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. 30 mm thick both side Teak First Floor Sqm 5059.37 5059.37 4.41 False None None False None False 22311.8217 0 3662743 133688 None Vol-2,P-104,12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge Ground Floor. m 394.0 394.0 20.4 False None None False None False 8037.6 0 3662744 133688 None Vol-2,P-104,12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge First Floor. m 394.0 394.0 20.4 False None None False None False 8037.6 0 3662745 133688 None Vol-2,P-104,12.55.1 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. with two side prelam Ground Floor Sqm 2931.47 2931.47 6.97 False None None False None False 20432.3459 0 3662746 133688 None Vol-2,P-104,12.55.1 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. with two side prelam First Floor Sqm 2931.47 2931.47 6.97 False None None False None False 20432.3459 0 3662747 133688 None Vol-2,P-111,12.89 Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Ground Floor Sqm 8116.69 8116.69 19.85 False None None False None False 161116.2965 0 3662748 133688 None Vol-2,P-111,12.89 Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Fist Floor Sqm 8116.69 8116.69 19.25 False None None False None False 156246.2825 0 3662749 133688 None Vol-2,P-86,11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Ground Floor Kgs 208.15 208.15 545.75 False None None False None False 113597.8625 0 3662750 133688 None Vol-2,P-86,11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding First Floor Kgs 208.15 208.15 404.15 False None None False None False 84123.8225 0 3662751 133688 None Vol-2,P-85,11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 700.04 700.04 811.76 False None None False None False 568264.4704 0 3662752 133688 None Vol-2,P-184,18.7 Design supply & installation of suspended Spider Glazing system designed to with stand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. Sqm 9852.53 9852.53 52.31 False None None False None False 515385.8443 0 3662753 133688 None Vol-2,P-46,8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 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 215.59 215.59 309.28 False None None False None False 66677.6752 0 3662754 133688 None Vol-2,P-46,8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 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 217.74 217.74 398.31 False None None False None False 86728.0194 0 3662755 133688 None Vol-2,P-46,8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 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 219.9 219.9 101.3 False None None False None False 22275.87 0 3662756 133688 None Vol-2,P-50,8.54.2,P-51,8.55.2 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. For Ceiling & Inside walls Ground Floor Sqm 201.96 201.96 1068.71 False None None False None False 215836.6716 0 3662757 133688 None Vol-2,P-50,8.54.2,P-51,8.55.2 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. For Ceiling & Inside walls First Floor Sqm 201.96 201.96 668.78 False None None False None False 135066.8088 0 3662758 133688 None Vol-2,P-50,8.54.2,P-51,8.55.2 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. For Ceiling & Inside walls Third Floor Sqm 201.96 201.96 80.3 False None None False None False 16217.388 0 3662759 133688 None Vol-2,P-48,8.41 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 206.91 206.91 42.78 False None None False None False 8851.6098 0 3662760 133688 None Vol-2,P-48,8.41 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 208.98 208.98 39.09 False None None False None False 8169.0282 0 3662761 133688 None Vol-2,P-41,8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. For Flagging Sqm 438.61 438.61 106.19 False None None False None False 46575.9959 0 3662762 133688 None Vol-2,P-54,8.79 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. m 64.43 64.43 840.94 False None None False None False 54181.7642 0 3662763 133688 None Vol-2,P-55,8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete Each 588.53 588.53 12.0 False None None False None False 7062.36 0 3662764 133688 None Vol-3,P-63,8.3 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade cm 1.98 1.98 10000.0 False None None False None False 19800.0 0 3662765 133688 None Vol-2,P-48,8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 142.49 142.49 10.6 False None None False None False 1510.394 0 3662766 133688 None Vol-2,P-151,15.11 Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break greater than 120% as per ASTM D 412, Tensile strength greater than1N/mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. Sqm 650.48 650.48 610.65 False None None False None False 397215.612 0 3662767 133688 None Vol-2,P-5,4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 146.2 146.2 530.6 False None None False None False 77573.72 0 3662768 133688 None Vol-2,P-69,10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 406.39 406.39 105.36 False None None False None False 42817.2504 0 3662769 133688 None Approved rate Providing and fixing of Signage boards etc. complete with all lead, lifts, loading, unloading, scaffolding arrangement, cost and conveyance of all materials, labour, equipment, transportation charges, testing and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc,. complete and as per the directions of the Engineer in-charge of the work. Each 112100.0 112100.0 1.0 False None None False None False 112100.0 0 3662770 133688 None Vol-2,P-106,12.68.1 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. 125x65x2.12mm Nos 68.15 68.15 48.0 False None None False None False 3271.2 0 3662771 133688 None Vol-2,P-106,12.68.2 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. 100x58x1.9mm Nos 53.28 53.28 42.0 False None None False None False 2237.76 0 3662772 133688 None Vol-2,P-108,12.72 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : Nos 101.6 101.6 60.0 False None None False None False 6096.0 0 3662773 133688 None Vol-2,P-108,12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 54.52 54.52 60.0 False None None False None False 3271.2 0 3662774 133688 None Vol-2,P-107,12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Nos 148.68 148.68 21.0 False None None False None False 3122.28 0 3662775 133688 None Market Rate Providing and fixing Aldrops for door shutters with necessary screws, etc. complete. Nos 295.0 295.0 30.0 False None None False None False 8850.0 0 3662776 133688 None Vol-2,P-448,A-25 Providing and fixing teak wood beading for door shutters 20x20 mm m 68.15 68.15 78.0 False None None False None False 5315.7 0 3662777 133688 None Vol-2,P-62,9.20.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge Ground Floor. Sqm 258.95 258.95 96.22 False None None False None False 24916.169 0 3662778 133688 None Vol-2,P-62,9.20.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge First Floor. Sqm 261.54 261.54 101.8 False None None False None False 26624.772 0 3662779 133688 None SR 2018-19 P-149,19.88 KSRRB M300-9. Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintenance the plants for one year complete as per specifications.MORTH Specification No.307. SR 2018-19 P.No.149 I.No.19.88 Nos 1239.0 1239.0 10.0 False None None False None False 12390.0 0 3662780 133688 None Vol-1,P-6,1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. in all types of soils Cum 599.68 599.68 32.0 False None None False None False 19189.76 0 3662781 133688 None Vol-1,P-7,1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 198.24 198.24 31.05 False None None False None False 6155.352 0 3662782 133688 None Vol-2,P-122,13.32.3 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC)pipes, having thermal stability for hot & cold watersupply,including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. CPVC pipe - 25mm (Internal) m 591.0 591.0 50.0 False None None False None False 29550.0 0 3662783 133688 None Vol-2,P-122,13.32.4 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC)pipes, having thermal stability for hot & cold watersupply,including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. CPVC pipe - 32mm (External) m 690.12 690.12 90.0 False None None False None False 62110.8 0 3662784 133688 None Vol-5,P-113,10.1.5 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation 75 mm m 272.58 272.58 400.0 False None None False None False 109032.0 0 3662785 133688 None Vol-5,P-113,10.1.6 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation 90 mm m 364.27 364.27 90.0 False None None False None False 32784.3 0 3662786 133688 None Vol-5,P-113,10.1.7 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation 110 mm m 509.23 509.23 150.0 False None None False None False 76384.5 0 3662787 133688 None Vol-5,P-113,10.1.9 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation 160 mm m 765.7 765.7 90.0 False None None False None False 68913.0 0 3662788 133688 None approved rate gruha-2025 Providing and fixing in position Pillar cock of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work. FS Each 1475.0 1475.0 6.0 False None None False None False 8850.0 0 3662789 133688 None approved rate gruha-2025 Providing and fixing in position Short body cock/tap of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work. FS Each 1475.0 1475.0 6.0 False None None False None False 8850.0 0 3662790 133688 None approved rate gruha-2025 Providing and fixing in position Long body cock/tap of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work.FS Each 1593.0 1593.0 4.0 False None None False None False 6372.0 0 3662791 133688 None approved rate gruha-2025 Providing and fixing in position Angle stop cock of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work.FS Each 1475.0 1475.0 6.0 False None None False None False 8850.0 0 3662792 133688 None approved rate gruha-2025 Providing and fixing in position Two way bib cock of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work. FS Each 1593.0 1593.0 2.0 False None None False None False 3186.0 0 3662793 133688 None approved rate gruha-2025 Providing and fixing in position Health faucet complete set of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work. FS Each 1593.0 1593.0 2.0 False None None False None False 3186.0 0 3662794 133688 None Vol-2,P-124,13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: *100mminletand75mmoutlet , * Hubless centrifugally cast(spun) iron epoxy coated inside & outside as per IS:15905 10cmx10cm Each 588.53 588.53 8.0 False None None False None False 4708.24 0 3662795 133688 None Vol-2,P-123,13.34 Providing and placing on terrace (at all floor levels ) polyethylene water storagetank, IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittinigs and the base support for tank.1000Ltr l 11.15 11.15 1000.0 False None None False None False 11150.0 0 3662796 133688 None Vol-5,P-191,16.9 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 6757.51 6757.51 5.0 False None None False None False 33787.55 0 3662797 133688 None Vol-5,P-191,16.10 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 5248.4 5248.4 10.0 False None None False None False 52484.0 0 3662798 133688 None Vol-2,P-117,13.4.1 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :25mm dia Each 680.21 680.21 1.0 False None None False None False 680.21 0 3662799 133688 None Vol-2,P-117,13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :32 mm dia Each 740.92 740.92 1.0 False None None False None False 740.92 0 3662800 133688 None Vol-2,P-117,13.4.4 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm dia Each 1059.35 1059.35 2.0 False None None False None False 2118.7 0 3662801 133688 None Vol-2,P-131,14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid Each 7405.5 7405.5 2.0 False None None False None False 14811.0 0 3662802 133688 None Vol-2,P-131,14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 6051.28 6051.28 4.0 False None None False None False 24205.12 0 3662803 133688 None Vol-2,P-132,14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15mm C.P. brass pillar tap Each 3173.08 3173.08 8.0 False None None False None False 25384.64 0 3662804 133688 None 2018-19,P-269,37.35 Wall bores in Brick masonry upto 45 em thick. including cost of materials, labour, HOM complete as per specifications. Each 148.68 148.68 25.0 False None None False None False 3717.0 0 3662805 133688 None 2018-19,P-269,37.36.1 Wall bores in size stone masonry. including cost of materials, labour, HOM complete as per specifications. upto 45 em thick. Each 357.54 357.54 10.0 False None None False None False 3575.4 0 3662806 133688 None Vol-2,P-70,10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 3455.57 3455.57 7.5 False None None False None False 25916.775 0 3662807 133688 None Vol-2,P-136,14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm Each 1261.3 1261.3 8.0 False None None False None False 10090.4 0 3662808 133688 None Vol-2,P-137,14.40.2 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 614.54 614.54 8.0 False None None False None False 4916.32 0 3662809 133688 None 2018-19,P-18,34 Providing 10cms dia PVC cowl with cap of approved 1 st quality and make conforming to ISI specifications and fixing in position as directed (Rate includes cost of materials fixtures including conveyance charges to the work spot) Nos 270.22 270.22 2.0 False None None False None False 540.44 0 3662810 133688 None 2018-19,P-90,12.111 Providing and fixing 7.5 cms to 15.00 cms dia NP grating 100 mm dia Each 177.0 177.0 8.0 False None None False None False 1416.0 0 3662811 133688 None Vol-5,P-127,8.79 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Light Duty GI pipe of 50mm dia (sump to firebay load and flag post) m 547.64 547.64 35.0 False None None False None False 19167.4 0 3662812 133688 None Vol-2,P-135,14.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. Each 1429.81 1429.81 6.0 False None None False None False 8578.86 0 3662813 133688 None Vol-2,P-153,17.14 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete Sqm 1449.63 1449.63 15.0 False None None False None False 21744.45 0 3662814 133688 None Vol-1,P-8,1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m in all kinds of soil OS HS 30 percent Cum 126.38 126.38 44.96 False None None False None False 5682.0448 0 3662815 133688 None Vol-1,P-8,1.15.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m in ordinary/soft rock without blasting 70 percent Cum 449.76 449.76 104.9 False None None False None False 47179.824 0 3662816 133688 None Vol-1,P-15,2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm and down size graded crushed coarse aggregates Cum 7017.7 7017.7 11.87 False None None False None False 83300.099 0 3662817 133688 None Vol-1,P-7,1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 329.57 329.57 43.8 False None None False None False 14435.166 0 3662818 133688 None Vol-1,P-15,2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For bottom slab & side RCC Walls Cum 8568.55 8568.55 32.7 False None None False None False 280191.585 0 3662819 133688 None Vol-1,P-15,2.2.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Roofslab Cum 11684.39 11684.39 5.62 False None None False None False 65666.2718 0 3662820 133688 None Vol-1,P-18,2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 110837.22 110837.22 3.27 False None None False None False 362437.7094 0 3662821 133688 None Vol-2,P-42,8.6.2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 531.53 531.53 162.2 False None None False None False 86214.166 0 3662822 133688 None Vol-5,P-85,7.3 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. Each 2651.46 2651.46 1.0 False None None False None False 2651.46 0 3662823 133688 None Vol-5,P-85,7.1.2 Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 10mm m 5948.44 5948.44 4.5 False None None False None False 26767.98 0 3662824 133688 None Vol-1,P-5,1.4.1 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. n all kinds of soils Depth upto 1.5 m In all kinds of soils OS/HS (30%) Cum 299.84 299.84 17.49 False None None False None False 5244.2016 0 3662825 133688 None Vol-1,P-6,1.5.4 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. n all kinds of soils Depth upto 1.5 m In ordinary/soft rock without blasting (70%) Cum 370.46 370.46 40.81 False None None False None False 15118.4726 0 3662826 133688 None Vol-1,P-58,2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm and down size graded crushed coarse aggregates Cum 7017.7 7017.7 3.3 False None None False None False 23158.41 0 3662827 133688 None Vol-1,P-7,1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 329.57 329.57 14.25 False None None False None False 4696.3725 0 3662828 133688 None Vol-1,P-15,2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For bottom slab & side RCC Walls bottom slab & side RCC Walls Cum 8568.55 8568.55 9.77 False None None False None False 83714.7335 0 3662829 133688 None Vol-1,P-15,2.2.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Roofslab Cum 11684.39 11684.39 2.24 False None None False None False 26173.0336 0 3662830 133688 None Vol-1,P-18,2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification RCC walls & Roofslab Tonne 110837.22 110837.22 0.98 False None None False None False 108620.4756 0 3662831 133688 None Vol-2,P-42,8.6.2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. bottomslab,side walls,top slab Sqm 531.53 531.53 67.78 False None None False None False 36027.1034 0 3662832 133688 None Vol-1,P-5,1.4.1 Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m A) In all kinds of soils OS HS (30 percent) Cum 299.84 299.84 3.82 False None None False None False 1145.3888 0 3662833 133688 None Vol-1,P-6,1.5.1 Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m b) In ordinary or soft rock without blasting (70 percent) Cum 370.46 370.46 8.91 False None None False None False 3300.7986 0 3662834 133688 None SR 18-19,P-25,5.1 KSRB 5-1.1 : Providing and constructing granite I trap I basalt rubble stone masonry in foundation with mud mortar (uncoursed), bond stones at 2m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.12 Cum 2874.48 2874.48 4.68 False None None False None False 13452.5664 0 3662835 133688 None Vol-1,P-11,1.23 Providing and Filling in foundation with granite/trap broken metal 100mm and downsize & 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 3323.0 3323.0 4.58 False None None False None False 15219.34 0 3662836 133688 None Vol-2,P-153,17.14 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete Sqm 1449.63 1449.63 5.15 False None None False None False 7465.5945 0 3662837 133688 None Vol-1,P-7,1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 536.49 536.49 3.12 False None None False None False 1673.8488 0 3662838 133688 None Vol-1,P-5,1.4.1 Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m a) In all kinds of soils OS or HS (70percent) Cum 299.84 299.84 45.64 False None None False None False 13684.6976 0 3662839 133688 None Vol-1,P-6,1.5.1 Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m b) In ordinary/soft rock without blasting (30 percent) Cum 370.46 370.46 19.56 False None None False None False 7246.1976 0 3662840 133688 None Vol-1,P-7,1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 198.24 198.24 63.48 False None None False None False 12584.2752 0 3662841 133688 None Vol-5,P-113,10.1.7 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.(PVC pipe of 6Kgs/Sqm ) m 509.23 509.23 120.0 False None None False None False 61107.6 0 3662842 133688 None Vol-5,P-191,16.10 onstructing 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 5248.4 5248.4 6.0 False None None False None False 31490.4 0 3662843 133688 None Vol-1,P-7,1.11 KSRB 5-1.1 : Providing and constructing granite I trap I basalt rubble stone masonry in foundation with mud mortar (uncoursed), bond stones at 2m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.12 Cum 2874.48 2874.48 7.25 False None None False None False 20839.98 0 3662844 133688 None Vol-1,P-11,1.23 Providing and Filling in foundation with granite/trap broken metal 100mm and downsize & 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 3323.0 3323.0 6.97 False None None False None False 23161.31 0 3662845 133688 None Vol-2,P-153,17.14 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete Sqm 1449.63 1449.63 12.0 False None None False None False 17395.56 0 3662846 133688 None Vol-5,P-140,12.40 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Nos 6551.83 6551.83 1.0 False None None False None False 6551.83 0 3662847 133688 None Vol-5,P-139,12.2.1 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for:i) Up to 0.00 to 50.00 mtrs m 382.85 382.85 50.0 False None None False None False 19142.5 0 3662848 133688 None Vol-5,P-139,12.2.2 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for:ii) Up to 50.00 to 100.00 mtrs m 479.49 479.49 50.0 False None None False None False 23974.5 0 3662849 133688 None Vol-5,P-139,12.2.3 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for:iii) Up to 100.00 to 150.00 mtrs m 510.47 510.47 50.0 False None None False None False 25523.5 0 3662850 133688 None Vol-5,P-143,12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m 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 shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. m 2394.99 2394.99 20.0 False None None False None False 47899.8 0 3662851 133688 None Vol-5,P-127,11.1.6 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe: 50mm dia m 723.58 723.58 130.0 False None None False None False 94065.4 0 3662852 133688 None Vol-2,P-118,13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 50 mm nominal bore Horizontal Nos 1345.55 1345.55 2.0 False None None False None False 2691.1 0 3662853 133688 None Vol-5,P-143,12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments Each 185.85 185.85 6.0 False None None False None False 1115.1 0 3662854 133688 None Vol-5,P-143,12.34 Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge Each 203.2 203.2 1.0 False None None False None False 203.2 0 3662855 133688 None Vol-1,P-8,1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 126.38 126.38 286.1 False None None False None False 36157.318 0 3662856 133688 None Vol-1,P-58,2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 7017.7 7017.7 5.25 False None None False None False 36842.925 0 3662857 133688 None Vol-1,P-15,2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.For RCC head walls to the CD work. Cum 8568.55 8568.55 26.71 False None None False None False 228865.9705 0 3662858 133688 None Vol-2,P-42,8.6.2 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. For Concrete surface Sqm 531.53 531.53 58.8 False None None False None False 31253.964 0 3662859 133688 None Vol-1,P-18,2.11.a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 110837.22 110837.22 4.01 False None None False None False 444457.2522 0 3662860 133688 None Vol-3,P-18,3.11 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. Sqm 4.96 4.96 880.0 False None None False None False 4364.8 0 3662861 133688 None Vol-3,P-23,4.1(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 3081.39 3081.39 132.0 False None None False None False 406743.48 0 3662862 133688 None Vol-3,P-26,4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3170.6 3170.6 88.0 False None None False None False 279012.8 0 3662863 133688 None Vol-3,P-149,16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 8368.21 8368.21 154.0 False None None False None False 1288704.34 0 1722491035000 0 None None Buildings CONSTRUCTION OF 3 BAY FIRE STATION AT ARAKERA IN RAICHUR DISTRICT UNDER K-SAFE SCHEME(ELECTRICAL) 2359544.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3662864 133689 None Page-1-1.2.1-Vol-6 Concealed Conduit System Supplying heavy gauge PVC conduit pipe ...... mm dia. mm thick confirming to IS 2509 with suitable size bends, metal-PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19-20 mm dia 2 mm thick as per direction of Engineer in charge. m 77.88 77.88 640.0 False None None False None False 49843.2 0 3662865 133689 None Page-1-1.2.2-Vol-6 Concealed Conduit System Supplying heavy gauge PVC conduit pipe ...... mm dia. mm thick confirming to IS 2509 with suitable size bends, metal-PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick as per direction of Engineer in charge. m 92.04 92.04 470.0 False None None False None False 43258.8 0 3662866 133689 None Page-3-1.12-Vol-6 Supplying And Fixing M.S. Rafter Clamp Set made out of M.S. Flat & 14 mm M.S. rod.as per direction of Engineer in charge. No 188.8 188.8 9.0 False None None False None False 1699.2 0 3662867 133689 None Page-3-1.13-Vol-6 Supplying And Fixing Metal Fan Box with Round Hook.as per direction of Engineer in charge. No 138.06 138.06 10.0 False None None False None False 1380.6 0 3662868 133689 None Page-1-1.3.1-Vol-6 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 and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19-20 mm dia 2 mm thick as per direction of Engineer in charge. m 80.24 80.24 240.0 False None None False None False 19257.6 0 3662869 133689 None Page-1-1.3.2-Vol-6 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 and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick as per direction of Engineer in charge. m 93.22 93.22 360.0 False None None False None False 33559.2 0 3662870 133689 None Page-17-5.19.8-Vol-6 Supplying and fixing regular MCB distribution boards on wall-ood 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.-8 Way SP & N as per direction of Engineer in charge. Each 2187.72 2187.72 3.0 False None None False None False 6563.16 0 3662871 133689 None Page-7-3.4.1-Vol-6 Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C wall 1-2 Way as per direction of Engineer in charge. Each 162.84 162.84 28.0 False None None False None False 4559.52 0 3662872 133689 None Page-7-3.4.3-Vol-6 Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C wall. Make - Group "A" materials and as per the directions of Engineer in charge of the work.4-5 Way as per direction of Engineer in charge. Each 208.86 208.86 8.0 False None None False None False 1670.88 0 3662873 133689 None Page-7-3.4.4-Vol-6 Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C wall 6 Way as per direction of Engineer in charge. Each 259.6 259.6 18.0 False None None False None False 4672.8 0 3662874 133689 None Page-7-3.4.5-Vol-6 Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C wall 8 Way as per direction of Engineer in charge. Each 307.98 307.98 10.0 False None None False None False 3079.8 0 3662875 133689 None Page-7-3.4.6-Vol-6 Supplying and flush mounting powder coated - galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick-Stone-C.C wall 10-12 Way as per direction of Engineer in charge. Each 376.42 376.42 6.0 False None None False None False 2258.52 0 3662876 133689 None Page-4-2.2.1-Vol-6 Supplying and wiring adopting loop system in existing PVC Conduit -casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet- gang box, the other end of the wires shall be terminated with sufficient loose length in a wood-PVC round block.complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box as per direction of Engineer in charge. Point 317.42 317.42 26.0 False None None False None False 8252.92 0 3662877 133689 None Page-4-2.2.2-Vol-6 Supplying and wiring adopting loop system in existing PVC Conduit -casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet- gang box, the other end of the wires shall be terminated with sufficient loose length in a wood-PVC round block. complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box as per direction of Engineer in charge. Point 447.22 447.22 48.0 False None None False None False 21466.56 0 3662878 133689 None Page-4-2.2.3-Vol-6 Supplying and wiring adopting loop system in existing PVC Conduit -casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet- gang box, the other end of the wires shall be terminated with sufficient loose length in a wood-PVC round block.complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box as per direction of Engineer in charge. Point 654.9 654.9 36.0 False None None False None False 23576.4 0 3662879 133689 None Page-4-2.3.2-Vol-6 Wiring for lighting-power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010 1.5 sqmm as per direction of Engineer in charge. m 30.68 30.68 1280.0 False None None False None False 39270.4 0 3662880 133689 None Page-4-2.3.3-Vol-6 Wiring for lighting-power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 sqmm as per direction of Engineer in charge. m 49.56 49.56 2350.0 False None None False None False 116466.0 0 3662881 133689 None Page-4-2.3.4-Vol-6 Wiring for lighting-power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 4 sqmm as per direction of Engineer in charge. m 74.34 74.34 820.0 False None None False None False 60958.8 0 3662882 133689 None Page-4-2.3.5-Vol-6 Wiring for lighting-power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 6 sqmm as per direction of Engineer in charge. m 108.56 108.56 300.0 False None None False None False 32568.0 0 3662883 133689 None Page-7-3.5.1-Vol-6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 1 to 2 Module as per direction of Engineer in charge. Each 161.66 161.66 28.0 False None None False None False 4526.48 0 3662884 133689 None Page-7-3.5.3-Vol-6 Supplying and fixing superior quality mod ular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box.4 Module as per direction of Engineer in charge. Each 206.5 206.5 8.0 False None None False None False 1652.0 0 3662885 133689 None Page-7-3.5.4-Vol-6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 6 Module as per direction of Engineer in charge. Each 276.12 276.12 18.0 False None None False None False 4970.16 0 3662886 133689 None Page-7-3.5.5-Vol-6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 8 Module as per direction of Engineer in charge. Each 335.12 335.12 10.0 False None None False None False 3351.2 0 3662887 133689 None Page-7-3.5.6-Vol-6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal-PVC box. 10-12 Module as per direction of Engineer in charge. Each 405.92 405.92 6.0 False None None False None False 2435.52 0 3662888 133689 None Page-8-3.6.1-Vol-6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch as per direction of Engineer in charge. Each 120.36 120.36 140.0 False None None False None False 16850.4 0 3662889 133689 None Page-8-3.6.2-Vol-6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch as per direction of Engineer in charge. Each 195.88 195.88 8.0 False None None False None False 1567.04 0 3662890 133689 None Page-8-3.6.3-Vol-6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket as per direction of Engineer in charge. Each 201.78 201.78 44.0 False None None False None False 8878.32 0 3662891 133689 None Page-8-3.6.4-Vol-6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module as per direction of Engineer in charge. Each 421.26 421.26 12.0 False None None False None False 5055.12 0 3662892 133689 None Page-8-3.6.9-Vol-6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch as per direction of Engineer in charge. Each 384.68 384.68 4.0 False None None False None False 1538.72 0 3662893 133689 None Page-8-3.6.10-Vol-6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6-16A Universal Socket as per direction of Engineer in charge. Each 278.48 278.48 4.0 False None None False None False 1113.92 0 3662894 133689 None Page-8-3.13.4-Vol-6 Supplying and fixing of metal clad industrial plugs and sockets. 32 Amps ,3pole+earth 440V PLUG as per direction of Engineer in charge. Each 719.63 719.63 3.0 False None None False None False 2158.89 0 3662895 133689 None Page-9-3.13.8-Vol-6 Supplying and fixing of metal clad industrial plugs and sockets. 32 Amps ,3pole+earth 440V SOCKET as per direction of Engineer in charge. Each 976.83 976.83 3.0 False None None False None False 2930.49 0 3662896 133689 None Page-51-12.46-Vol-6 Supplying & Fixing of 70-150 W lamp holder 2 Pin as per direction of Engineer in charge. No 74.34 74.34 56.0 False None None False None False 4163.04 0 3662897 133689 None Page-29-6.1-Vol-6 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.as per direction of Engineer in charge. Each 1760.56 1760.56 6.0 False None None False None False 10563.36 0 3662898 133689 None Page-29-6.4.1-Vol-6 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374-19 and also comply with IS: 1709-1984 with latest amendment, Rated voltage 220 V-50 Hz, Rated power upto 35 W +-- 10 , Rated current As per IS:374-19, Rated power factor 0.9 lagging(min), Rated speed 350 +-- 10 RPM, Rated air delivery 210 +-- 10 Cubic Meter Minimum, Rated service value 6.2 CMM - W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374-2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans)-48" Sweep 5 Star (1200 mm) as per direction of Engineer in charge. Each 5077.54 5077.54 19.0 False None None False None False 96473.26 0 3662899 133689 None Page-23-6.5.1-P-1 Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply. 300 mm Sweep as per direction of Engineer in charge. Each 3124.64 3124.64 1.0 False None None False None False 3124.64 0 3662900 133689 None Page-43-11.6.3-P-1 Supplying of recess mounting non integral type ........ LED w luminaire comprising of pressure decast-extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI- 70 . efficacy - 100 lumen per W, 120degree beam spread, life- 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 - 0.95, power loss should- 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 2'x2' 36 W as per direction of Engineer in charge. No 5372.54 5372.54 8.0 False None None False None False 42980.32 0 3662901 133689 None Page-42-11.3.2-Vol-6 Supplying of .....feet -PVC Batten with integrated LED tube 20-22 W with high quality diffuser with Life of 25000 burning hours & 70 lumen maintenance with CRI - 80. Power Input: 220- 240V- 50-60Hz & Power factor -0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.-LED light fitting 1 x 4' - 20-22 W as per direction of Engineer in charge. Each 814.2 814.2 36.0 False None None False None False 29311.2 0 3662902 133689 None Page-46-11.11.7-Vol-6 Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI- 70 . efficacy -80 lumen per W, life- 25000 burning hours and Compliance to IS 10322-IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF - 0.95, power loss should - 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.18W, 6500K as per direction of Engineer in charge. Each 502.68 502.68 20.0 False None None False None False 10053.6 0 3662903 133689 None Page-55-13.7.1-Vol-6 Fixing all types and all capacities of fluorescent -false ceiling - spot light - CFL - LED fittings indoor on the wall- ceiling - rafters - girders using 23-0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.On wall- ceiling - Rafter - Girders as per direction of Engineer in charge. Each 143.96 143.96 44.0 False None None False None False 6334.24 0 3662904 133689 None Page-56-13.10-Vol-6 Fixing a ceiling - Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 - 0.0076 inch PVC insulated twin twisted copper wire and wiring.as per direction of Engineer in charge. Each 201.78 201.78 20.0 False None None False None False 4035.6 0 3662905 133689 None Page-56-13.12-Vol-6 Extra length of GI pipe of class B 19 mm dia for down rod.as per direction of Engineer in charge. Mtr 232.46 232.46 9.0 False None None False None False 2092.14 0 3662906 133689 None Page-56-13.14-Vol-6 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23-0.0076 inch PVC insulated twin core wire.as per direction of Engineer in charge. Each 580.56 580.56 6.0 False None None False None False 3483.36 0 3662907 133689 None Page-47-12.2.3-Vol-6 Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Remote Controled as per direction of Engineer in charge. Each 1404.2 1404.2 2.0 False None None False None False 2808.4 0 3662908 133689 None Page-16-5.18.4-Vol-6 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON-OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898-6-32 A DP as per direction of Engineer in charge. Each 872.02 872.02 12.0 False None None False None False 10464.24 0 3662909 133689 None Page-17-5.20.1-Vol-6 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240-450V upto 300mA sensitivity on existing wood- panel board.16A-25A 2 pole as per direction of Engineer in charge. Each 5046.86 5046.86 3.0 False None None False None False 15140.58 0 3662910 133689 None Page-37-9.2.5-Vol-6 Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A-C supply, with all accessories complete and Excluding batteries and wiring complete. 5 kVA OFF LINE UPS as per direction of Engineer in charge. Each 47079.64 47079.64 1.0 False None None False None False 47079.64 0 3662911 133689 None Page-38-9.5.9-Vol-6 Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 150 AH capacity as per direction of Engineer in charge. Each 18756.1 18756.1 8.0 False None None False None False 150048.8 0 3662912 133689 None Page-8-3.6.11-Vol-6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV-Telephone Socket as per direction of Engineer in charge. Each 184.08 184.08 3.0 False None None False None False 552.24 0 3662913 133689 None Page-8-3.06.12-Vol-6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. RJ45-I.O Outlet Cat-6 as per direction of Engineer in charge. Each 397.66 397.66 18.0 False None None False None False 7157.88 0 3662914 133689 None Page-35-8.1-Vol-6 Supplying and drawing UTP-CAT 6E LAN cable. m 44.84 44.84 650.0 False None None False None False 29146.0 0 3662915 133689 None Page-35-8.2.2-Vol-6 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.-2Pair as per direction of Engineer in charge. m 24.78 24.78 180.0 False None None False None False 4460.4 0 3662916 133689 None Page-35-8.3-Vol-6 Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. as per direction of Engineer in charge. m 51.92 51.92 80.0 False None None False None False 4153.6 0 3662917 133689 None Page-35-8.4.4-Vol-6 Supplying & Fixing of switch mounting rack with power manager & Cable manager.-12U with 450mm depth Each 10425.3 10425.3 1.0 False None None False None False 10425.3 0 3662918 133689 None Page-35-8.9.11-Vol-6 Supplying fixing of Network Switches-16 port 10-100-1000 Switch as per direction of Engineer in charge. Each 7599.2 7599.2 1.0 False None None False None False 7599.2 0 3662919 133689 None Page-35-8.10.1-Vol-6 Supplying & fixing of I-O socket with back box-Single I-O as per direction of Engineer in charge. Each 578.2 578.2 18.0 False None None False None False 10407.6 0 3662920 133689 None Page- 36-8.11.3-Vol-6 Supplying & Fixing of ... Mtrs Cat 6 Patch Cable. 3mtr as per direction of Engineer in charge. Each 390.58 390.58 12.0 False None None False None False 4686.96 0 3662921 133689 None Page- 36-8.12.2-Vol-6 Supplying & Fixing of Patch panel for LAN cabling. 24 Port 101100 patch panel as per direction of Engineer in charge. Each 4838.0 4838.0 1.0 False None None False None False 4838.0 0 3662922 133689 None Page-36-8.13.1-Vol-6 Supplying and fixing of MDF krone junction box with KRONE Module - Telephone cable termination.-10 Pair as per direction of Engineer in charge. m 407.1 407.1 1.0 False None None False None False 407.1 0 3662923 133689 None Page-13-5.7.3-Vol-6 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden-panel using necessary nuts, bolts and washers. 63 A as per direction of Engineer in charge. Each 473.18 473.18 6.0 False None None False None False 2839.08 0 3662924 133689 None Page-14-5.12.1-Vol-6 Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 63 A as per direction of Engineer in charge. Each 8119.58 8119.58 1.0 False None None False None False 8119.58 0 3662925 133689 None Page-16-5.15.9-Vol-6 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood-panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS-IEC 60947-2 . (Icu=100 lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit-Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.100 A 25 kA as per direction of Engineer in charge. Each 10014.66 10014.66 1.0 False None None False None False 10014.66 0 3662926 133689 None Page-16-5.18.7-Vol-6 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON-OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898-6-32 A TPN as per direction of Engineer in charge. Each 2026.06 2026.06 5.0 False None None False None False 10130.3 0 3662927 133689 None Page-17-5.21-Vol-6 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay-auto- manual reset facility suitable to mount on DIN rail- flush mounting on panel board.as per direction of Engineer in charge. Each 10920.9 10920.9 1.0 False None None False None False 10920.9 0 3662928 133689 None Page-18-5.29-Vol-6 Supplying, fixing and wiring 3 Phase Digital A mmeter - Voltmeter as per direction of Engineer in charge. Each 1681.5 1681.5 1.0 False None None False None False 1681.5 0 3662929 133689 None Page-18-5.34-Vol-6 Supplying, fixing and wiring 50-5 to 400-5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound.as per direction of Engineer in charge. Each 663.16 663.16 3.0 False None None False None False 1989.48 0 3662930 133689 None Page-18-5.38-Vol-6 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230-440VAC. 50 Hz 12-24V D.C.as per direction of Engineer in charge. Each 607.7 607.7 3.0 False None None False None False 1823.1 0 3662931 133689 None Page-19-5.40.1-Vol-6 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic-FRP-DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete-100 A 4 x 30 x 6 mm Aluminium Strips as per direction of Engineer in charge. m 2908.7 2908.7 0.75 False None None False None False 2181.525 0 3662932 133689 None Page-19-5.41.1-Vol-6 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint-40 x 40 x 6 mm as per direction of Engineer in charge. m 359.9 359.9 8.0 False None None False None False 2879.2 0 3662933 133689 None Page-19-5.42.2-Vol-6 Fabricating supplying and mounting MS box made out SWG suitable for floor -wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete-16 SWG as per direction of Engineer in charge. Sqm 0.51 0.51 56000.0 False None None False None False 28560.0 0 3662934 133689 None Page-2-1.9.2-Vol-6 Supplying PVC flexible conduit pipe mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely 25 mm as per direction of Engineer in charge. m 25.96 25.96 18.0 False None None False None False 467.28 0 3662935 133689 None Page-54-12.58.7-Vol-6 GI-Copper strips for grounding connections, using necessary fixing materials as required.25 x 3 mm Copper strip as per direction of Engineer in charge. m 672.6 672.6 30.0 False None None False None False 20178.0 0 3662936 133689 None Page-53-12.57-Vol-6 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.as per direction of Engineer in charge. No 5022.08 5022.08 3.0 False None None False None False 15066.24 0 3662937 133689 None ESR-Page-21-32.02-Vol-6 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5 and resistivity 14 Ohms-Kms (Max) as per IS-3975. 2 core 10 sq mm as per direction of Engineer in charge. Km 93493.76 93493.76 0.12 False None None False None False 11219.2512 0 3662938 133689 None ESR-Page-21-32.05-Vol-6 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5 and resistivity 14 Ohms-Kms (Max) as per IS-3975. 4 core 16 sq mm as per direction of Engineer in charge. Km 167373.56 167373.56 0.18 False None None False None False 30127.2408 0 3662939 133689 None ESR-Page-21-32.11-Vol-6 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5 and resistivity 14 Ohms-Kms (Max) as per IS-3975. 3.5 core 50sq mm as per direction of Engineer in charge. Km 211188.14 211188.14 0.22 False None None False None False 46461.3908 0 3662940 133689 None ESR-Page-60-21.05-Vol-6 Laying of LT cable in Existing Trench-GI pipe-Stone Ware-RCC Hume pipe using Wooden-Aluminum Rollers as directed by the departmental staff. 2.5 to 25 Sqmm as per direction of Engineer in charge. Km 24645.48 24645.48 0.28 False None None False None False 6900.7344 0 3662941 133689 None ESR-Page-60-21.06-Vol-6 Laying of LT cable in Existing Trench-GI pipe-Stone Ware-RCC Hume pipe using Wooden-Aluminum Rollers as directed by the departmental staff. 35 to 95 Sqmm as per direction of Engineer in charge. Km 36744.02 36744.02 0.22 False None None False None False 8083.6844 0 3662942 133689 None CSR-Page-6-1.6.1-Vol-1 Earth work excavation for pipelines-cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m as per direction of Engineer in charge. m 571.12 571.12 140.0 False None None False None False 79956.8 0 3662943 133689 None ESR-Page-36-63.03-Vol-6 Supplying and fixing of heavy duty Brass Cable Gland. 45 mm dia as per direction of Engineer in charge. Each 232.46 232.46 8.0 False None None False None False 1859.68 0 3662944 133689 None Page-44-11.7.1-Vol-6 Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate- clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr- Lumen Maintenance of 70 , CCT - 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire - IK08. Power Factor-0.9 with mains, Surge Protection- Min 5KV along with Over voltage-Overload, short circuit- miss-wiring protection. Compatible for pole mounting with outer dia of 40 mm to 50 mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50-60Hz application. Compliance to IS 10322- IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB LED Efficiency-130 lm-w, nominal CRI -75. Luminaire manufacturer should have in- house facility accredited by NABL-CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark -name shall be Engraved - Embossing on the die cast housing- Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree-Nichia- Lumileds-Osram make LED Source. LED Post Top Lantern with 25 W for gate No 8167.96 8167.96 2.0 False None None False None False 16335.92 0 3662945 133689 None Page-45-11.8.3-Vol-6 Supply of 70 watts LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr - Lumen Maintenance of 70 , maximum light intensity should be between 60 degrees to 70 degrees. CCT - 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire - IK08. Power Factor -0.9 with mains, Surge Protection- Min 5KV along with Over voltage- Overload, short circuit- miss-wiring 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. 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. LED Efficiency-1301m-w, nominal CRI -75. Luminaire manufacturer should have in-house facility accredited by NABL-CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark -name shall be Engraved - Embossing on the die cast housing- Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree-Nichia- Lumileds-Osram make LED Source.-LED Streetlight 70W as per direction of Engineer in charge. Each 7070.56 7070.56 6.0 False None None False None False 42423.36 0 3662946 133689 None Page-55-13.1.1-Vol-6 Supplying and Fixing of mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole - wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe as per direction of Engineer in charge. Each 1154.04 1154.04 6.0 False None None False None False 6924.24 0 3662947 133689 None CSR-page-157-13.40.1-Vol-5 Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments.2 HP, Size 65x50 Head 13M, Discharge 462 LPM as per direction of Engineer in charge. Each 18419.8 18419.8 1.0 False None None False None False 18419.8 0 3662948 133689 None CSR-page-157-13.40.1-Vol-5 Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments.3 HP, size 50x40 Head 30M, Discharge 198 LPM as per direction of Engineer in charge. Each 22202.88 22202.88 1.0 False None None False None False 22202.88 0 3662949 133689 None CSR-page-152-13.13.6-Vol-5 Providing 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, to work site as per necessary ammendments and instructions of engineer incharge of work. 5.00 HP - 90 LPM - 110 m = 15 STG Outlet Dia - 2.00"etc. complete as per direction of Engineer in charge. Set 37921.66 37921.66 1.0 False None None False None False 37921.66 0 3662950 133689 None Page-6-2.6.1-Vol-6 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 2.5 sq mm as per direction of Engineer in charge. m 138.06 138.06 60.0 False None None False None False 8283.6 0 3662951 133689 None Page-6-2.6.2-Vol-6 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 4 sq mm as per direction of Engineer in charge. m 198.24 198.24 160.0 False None None False None False 31718.4 0 3662952 133689 None CSR-page-98-9.5.1-Vol-5 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 16.0-63mm dia as per direction of Engineer in charge. m 385.86 385.86 140.0 False None None False None False 54020.4 0 3662953 133689 None Page-155-13.23.1-Vol-5 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 type NOTE: 1) DOL- Direct Online Starter Upto 3 HP pumps as per direction of Engineer in charge. Each 7670.0 7670.0 2.0 False None None False None False 15340.0 0 3662954 133689 None Page-155-13.23.1-Vol-5 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 type NOTE: 1) DOL- Direct Online Starter above 3 to 6 HP pumps as per direction of Engineer in charge. Each 11269.0 11269.0 1.0 False None None False None False 11269.0 0 3662955 133689 None CSR-Page-154-13.24.1-Vol-5 Supply and delivery at site of brand new best make gate valve as per IS 778-1984 with ISI Mark and as per its latest amendments 50 mm dia.as per direction of Engineer in charge. No 1475.0 1475.0 2.0 False None None False None False 2950.0 0 3662956 133689 None CSR-Page-154-13.25.1-Vol-5 Supply and delivery at site of brand new best makeNon -return valve as per IS 778-1984 with ISI Mark and as per its latest amendments 50 mm dia.as per direction of Engineer in charge. No 1475.0 1475.0 2.0 False None None False None False 2950.0 0 3662957 133689 None BSR-18-19-41.10 Supplying & fixing M.S rectangular pole made of 2 equal angles 65 x 65 x 6 mm welded together & fixed in C.C (1:2:4) with 2 nos 16 mm dia MS . Hold fast rods each of length 25cms. Including cost of all materials cutting, bending scaffolding wherever neccessary, nicely finishing the welded joints with all lead lifts and as per the directions of the engineer-in-charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete) including cost of materials, labour, HOM complete as per specifications.as per direction of Engineer in charge. m 1013.62 1013.62 22.0 False None None False None False 22299.64 0 3662958 133689 None BSR-Page-6-22.03-P-3 Providing Chain link fencing 50 mm size of 8 gauage properly streched between rectangular poles and fixed with sutable bolt & nuts, the free ends shall be welded to the pole & black pipe at top & bottom as required including cost of all materials, labour,lead and lifts and as per the directions of engineer-in-charge of the work including two coats of approved quality paint over one coat of shop paint, including cost of materials, labour, HOM complete as per specifications.as per direction of Engineer in charge. Sqm 843.7 843.7 32.0 False None None False None False 26998.4 0 3662959 133689 None CSR-18-19-4.6 KSRB 4-1.6 : Providing & laying in position Plain cement concrete of Mix 1:2:4 with OPC-240 kgs, with 20mm and down size graded granite metal coarse aggregates - 0.878 cum and fine aggregates - 0,53 cum, machine mixed, concrete laid in layes not exeeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM curing complete as per specifications.as per direction of Engineer in charge. Cum 7105.96 7105.96 0.5 False None None False None False 3552.98 0 3662960 133689 None Page-19-5.41.1-Vol-6 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint-40 x 40 x 6 mm as per direction of Engineer in charge. m 359.9 359.9 22.0 False None None False None False 7917.8 0 3662961 133689 None ESR-Page-15-13.01-Vol-6 Distribution Transformer - 3 Phase,11kV-433V - Amorphous Core with Oil as per IS-1180 (Part-1): 2014 OPEN BUSHING TYPE 25 kVA, Aluminium Wdg, Star 2 (5 Star)as per direction of Engineer in charge. Each 125999.22 125999.22 1.0 False None None False None False 125999.22 0 3662962 133689 None ESR-Page-17-18.01-Vol-6 LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal) (Dwg No. BESCOM-GM-QS&S-58 Dtd 24.11.2018)as per direction of Engineer in charge. No 26769.48 26769.48 1.0 False None None False None False 26769.48 0 3662963 133689 None ESR-Page-17-17.01-Vol-6 LT Protection kit (Dwg No. BESCOM-GM-QS&S-10 Dtd 24.11.2018 as per direction of Engineer in charge. No 2387.14 2387.14 1.0 False None None False None False 2387.14 0 3662964 133689 None ESR-Page-18-21.08-Vol-6 Double Pole TC Sets for erection of Transformers on RCC-PSCC 9 Mtrs Long Poles as per IS-1977, For 100-300kVA 4-5 Star Rated Transformers using 9 mtr RCC Pole 145Kg WL - GI as per direction of Engineer in charge. Set 36218.92 36218.92 1.0 False None None False None False 36218.92 0 3662965 133689 None ESR-Page-19-24.01-Vol-6 GOS as per IS-9921, IS-1977 11kV, 200 Amps Single Break GOS (Dwg No. BESCOM-GM-QS&S-23 Dtd 24.11.2018) as per direction of Engineer in charge. Set 11151.0 11151.0 1.0 False None None False None False 11151.0 0 3662966 133689 None ESR-Page-20-25.01-Vol-6 DOLO Cutouts as per IS-9385, Part-1 to 3, 11kV DOLO Cutouts Conventional to Erstwhile KEB Specification (Dwg No. BESCOM-GM-QS&S-20 Dtd 24.11.2018) as per direction of Engineer in charge. Set of 3 Nos 6932.5 6932.5 1.0 False None None False None False 6932.5 0 3662967 133689 None ESR-Page-11-1.01-Vol-6 RCC Pole - 9 Mtr Long, 150 Kg WL Sq Section (Dwg No. BESCOM-GM-QS&S-51 Dtd 24.11.2018) as per IS-785 as per direction of Engineer in charge. No 8349.68 8349.68 9.0 False None None False None False 75147.12 0 3662968 133689 None ESR-Page-11-1.06-Vol-6 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No.(Dwg No. BESCOM-GM-QS&S-50 Dtd 24.11.2018) as per REC Standards as per direction of Engineer in charge. Nos 4954.82 4954.82 8.0 False None None False None False 39638.56 0 3662969 133689 None ESR-Page-11-2.02-Vol-6 Cross Arms (MS & GI) as per IS-1977 11kV Horizontal X Arms - Galvanised Iron (GI) as per direction of Engineer in charge. No 574.66 574.66 18.0 False None None False None False 10343.88 0 3662970 133689 None ESR-Page-11-2.03-Vol-6 Cross Arms (MS & GI) as per IS-1977 11kV Special 3 Pin X Arm - MS (Dwg No. BESCOM-GM-QS&S-03 Dtd 24.11.2018) as per direction of Engineer in charge. No 1037.22 1037.22 1.0 False None None False None False 1037.22 0 3662971 133689 None ESR-Page-12-2.12-Vol-6 HT ST Support 50x6mm Flat - GI as per direction of Engineer in charge. No 142.78 142.78 12.0 False None None False None False 1713.36 0 3662972 133689 None ESR-Page-13-6.06-Vol-6 11kV, 5KN Composite-Polymeric Pin Insulator (24mm dia FRP Rod) as per direction of Engineer in charge. No 241.9 241.9 38.0 False None None False None False 9192.2 0 3662973 133689 None ESR-Page-13-6.10-Vol-6 11kV, 45kN Polymeric Insulator as per direction of Engineer in charge. No 219.48 219.48 6.0 False None None False None False 1316.88 0 3662974 133689 None ESR-Page-8-24.a-Vol-6 Guy set complete with No.15 strain insulator & Cocreting matrials as per direction of Engineer in charge. Set 699.74 699.74 6.0 False None None False None False 4198.44 0 3662975 133689 None ESR-Page-53-5.10-Vol-6 Fixing of GUY Set with break insulator making use of 7-3.15 mm (7-10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT)as per direction of Engineer in charge. Per Set 313.88 313.88 6.0 False None None False None False 1883.28 0 3662976 133689 None BSR-Page-3-7.02-P-3 Rabbit ACSR(6-3.35 mm Al + 1-3.35 mm St), Std Wt: 214 Kg-KM as per direction of Engineer in charge. Km 54556.12 54556.12 0.9 False None None False None False 49100.508 0 3662977 133689 None ESR-Page-12-2.16-Vol-6 Spiral Earth Electrode as per direction of Engineer in charge. No 282.02 282.02 26.0 False None None False None False 7332.52 0 3662978 133689 None ESR-Page-12-2.15-Vol-6 EG Stirrup (MS) with GI wire lacing as per direction of Engineer in charge. No 325.68 325.68 24.0 False None None False None False 7816.32 0 3662979 133689 None ESR-Page-40-68.17-Vol-6 Caution-Danger Board as per direction of Engineer in charge. No 177.0 177.0 8.0 False None None False None False 1416.0 0 3662980 133689 None ESR-Page-12-4.02-Vol-6 Anti climbing device GI Barbed wire (12mtrs-Kg) as per direction of Engineer in charge. Each 105.02 105.02 17.0 False None None False None False 1785.34 0 3662981 133689 None DGS & D Rates Solar Street Light System With Mounting Structure & Pole ( MNES Specification) Description of item: 2 X 18 W LED ,PV Module: 120 W,Battery Capacity: 12 V ,100 AH as per direction of Engineer in charge. Nos 40392.58 40392.58 6.0 False None None False None False 242355.48 0 3662982 133689 None NSR Supplying and fixing Industrial bell as per direction of Engineer in charge. Each 9440.0 9440.0 1.0 False None None False None False 9440.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722491036000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722491036000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722491036000 1 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of karnataka public procurement portal due to internet connectivity issues and technical glitches at bidder s end. None 1722491036000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1722491036000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1722491090000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contract value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1722491098000 0 None None ELIGIBILITY The tender document is part and parcel of the agreement. None 1722491106000 0 None None ELIGIBILITY The intending bidders are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents and further modifications done if any None 1722491116000 0 None None ELIGIBILITY The bidder shall study the Tender document Carefully and quote the rates. None 1722491122000 0 None None ELIGIBILITY Drawings uploaded are only for Tender Purpose only None 1722491152000 0 None None ELIGIBILITY The bidder shall give an undertaking that they would abide by the provisions of employees provident fund and shall remit PF of labourers to the respective PF offices or else KSPH & IDCL have the right to deduct the work bills and remit the same to respective PF offices. None 1722491178000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time and if any variation occurs it shall be paid / refunded by / to the Corporation against documentary evidence None 1722491189000 0 None None ELIGIBILITY The successful bidder shall give an under taking that they would abide by the provisions of the Employees Provident Fund Act None 1722491199000 0 None None ELIGIBILITY Remittance towards PF shall be commensurate with the labour component of the work involved. None 1722491208000 0 None None ELIGIBILITY The Bidder shall remit PF of labourers to Bidders permanent PF code number only None 1722491278000 0 None None ELIGIBILITY The bidder should maintain register of labourers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1722491285000 0 None None ELIGIBILITY The contractor shall obtain insurance coverage for all the workers deployed for this work. None 1722491291000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the karnataka public procurement portal and www.ksphc.org web sites only. None 1722491298000 0 None None ELIGIBILITY Bounded scanned hard copies are to be submitted duly marking the Page Nos. within 3 days after the last date of submission of the bid documents online to EE(Contracts), KSPH & IDCL, Bangalore. None 1722491307000 0 None None ELIGIBILITY The rates quoted by the Contractor shall be deemed to be inclusive of all applicable taxes, GST, levies, duties and cess, Building Workers Welfare Cess etc., as applicable as per the latest Notifications of GoK and GoI prevailing as on the date of NIT. The Employer will perform such duties in regard to the deduction of such taxes at source as per applicable law. The Contractor should submit the tax invoice along with RA Bills. None 1722491317000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer(Contracts), KSPH & IDCL, Richmond Road, Bangalore 560025. Ph: 080-25584102 Extn - 130 / 114 / 117 None 1722491323000 0 None None ELIGIBILITY The bidder should furnish the documents relating to registration of GST None 1722491332000 0 None None ELIGIBILITY The bidder should furnish the valid address, phone number & e mail ID None 1722491387000 0 None None ELIGIBILITY The intended bidder shall visit the site & quote his offer accordingly and for having visited the site, they should upload the photos while submitting the tender. None 1722491581000 0 None None ELIGIBILITY Tenders must be accompanied by Earnest Money Deposit (EMD) of Rs. 3.93 Lakhs (Rupees Three Lakhs Ninety Three Thousand only), which may be paid fully through Karnataka Public Procurement Portal or Out of total EMD amount Rs. 1.00 lakh (Rupees One Lakh only) shall be paid online through Karnataka Public Procurement Portal using any of the following Payment Modes: Credit Card, Direct Debit, National Electronic Fund Transfer (NEFT), Over the Counter (OTC) and the balance amount of Rs. 2.93 Lakhs (Rupees Two Lakhs Ninety Three Thousand only) in the form of Bank Guarantee (BG) only issued from Nationalized/Scheduled Commercial Banks in the Name of MD, KSPH&IDCL, Bengaluru. The scan copy of the Bank Guarantee (BG) to be uploaded at the time of submission of bid documents and the original Bank Guarantee should be submitted to Office of the Executive Engineer (Contracts), KSPH & IDCL, No.59, Gen. K.S. Thimmayya Road, Bangalore 560025 On or before the Last date of receipt of tender and the non-compliance of the same leads to the rejection of the bid. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 1.3 of Section-3 Qualification Information: Work performed as Prime Contractor (in the same name) on works of similar nature over during the five years (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.4 of Section-3 : Quantities of work executed as prime contractor (in the same name) during the last five years (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.5 of Section-3 Qualification Information : Information on works for which Tenders have been submitted and works which are yet to be completed as on the date of this Tender : (A) Existing commitments and ongoing works & (B) Works for which Tenders already submitted Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.7 of Section-3: Qualification Information: Reports on the financial standing of the tenderer, such as profit and Loss statements and auditors reports for the last five years. (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Profit & Loss Statement from Registered Chartered Accountant None None None None 3.2- To qualify for award of this contract, each Tender in his/her/their name should have in the last five years i.e. 2019-20 to 2023-24): (b) Satisfactorily completed as prime contractor (at least 90% of the contract value), at least one similar nature of work of value not less than Rs.130.90 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work Done certificate issued not below the rank of an Executive Engineer or equivalent. None None None None 3.2 (e) The Tenderer or his identified subcontractor should possess valid license for executing water supply/sanitary engineering works and should have executed similar water supply/sanitary engineering works totaling Rs.3.02 Lakhs in any one year Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Workdone certificate issued not below the rank of an Executive Engineer. In case of Sub Contractor licence & Consent letter also to be uploaded. None None None None ITT - 3.2 d) The Tenderer or his identified sub-contractor should possess required valid electrical license for executing building electrification works and should have executed similar electrical works totalling Rs.10.50 Lakhs in any one year Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Workdone certificate issued not below the rank of an Executive Engineer. In case of Sub Contractor licence & Consent letter also to be uploaded. None None None None Be a Class-II & above Civil registered contractor of State PWDs / Central/MES/ Govt. Undertakings Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by respective Depts None None None None Be Registered with KSPH & IDCL Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by KSPHCL None None None None Income Tax returns & PAN Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Income Tax returns and PAN certificates None None None None Be Registered with GST Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by Competent Authority None None None None Be Registered with EPF Authorities Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- EPF Registration Certificate None None None None ITT 3.2 - To qualify for award of this contract, each Tenderer / company in his / its name should have in the last five years i.e. 2019-20 to 2023-24 (c) Executed in any one year the minimum quantities of work executed (Please refer Tender Document) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate issued from not below the rank of an Executive Engineer or equivalent. None None None None ITT 3.3 (c)- Each Tenderer should further demonstrate Liquid assets and /or availability of credit facilities of no less than Rs.71.50 Lakhs (Credit lines/ letter of credit/ certificates from Nationalized / Scheduled banks for meeting the fund requirement etc (Unconditional) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Letter of Credit Certificates from Nationalized / Scheduled banks for meeting the fund requirement None None None None ITT 3.2 - To qualify for award of this contract, each Tenderer in his/her/their name should have in the last five years i.e. 2019-20 to 2023-24: (a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.523.50 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Attach Certificate from Registered Chartered Accountant with UDIN Number None None None None 1.8 of Section-3 Qualification Information: 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. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Organization Chart & Company Profile
tenderCriterionDocumentList	documentName optional documentTypeText KSPH & IDCL Registration Certificate True Technical Bid Class-II & above Civil registered contractor of State PWDs / Central/MES/Govt. Undertakings True Technical Bid Income Tax returns & PAN True Technical Bid EPF Registration Certificate True Technical Bid Work Done Certificate - ITT 3.2 b Similar nature Work done certificate True Technical Bid Liquid assets and availability of credit facilities True Technical Bid Turnover Certificate - ITT 3.2 a True Technical Bid 1.3.of Section-3 Qualification Information True Technical Bid 1.4.of Section-3 Qualification Information True Technical Bid 1.7.of Section-3 Qualification Information True Technical Bid GST Registration Certificate True Technical Bid Executed minimum quantities of work - ITT 3.2 c True Technical Bid Work Done Certificate - ITT 3.2 d Electrical Work done certificate True Technical Bid Work Done Certificate - ITT 3.2 e Water supply /sanitary Work done certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1722501805000 version 0 createdDate None modifiedDate None blockNumber No. 59, Richmond Road (Gen. K.S.Thimmaiah Road) street None city Bengaluru state Karnataka pin 560025
tenderRecallDTO	None