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noticeInvitingTenderDTO	createdTs 1724941678091 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4990.00 emd 254000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-09-2024 16:00:00 tenderQueryClose 09-09-2024 11:00:00 technicalBidOpen 24-09-2024 16:30:00 publishedDate 02-09-2024 19:33:10 publishedByPost KNNL_EE_DIV_KP_KNP publishedByUser KPE15196 - SUBHASH VISHWANATH NAIK bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 09-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType PERCENTAGE denominationTypeText Percentage retenderedYn None percentageRateTypeText Single Rate contactPerson Subhash V Naik splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08336222163 mobileNumber 9482932066 tenderSupplierList None
tenderSchedule	createdTs 1724941678125 version 13 createdDate None modifiedDate None tenderNumber KNNL/2024-25/BD/WORK_INDENT1485 title Construction of Community Hall at Hirebagewadi village in Belagavi Taluka. description Construction of Community Hall at Hirebagewadi village in Belagavi Taluka. category WORKS categoryText Works ecv 19942543.81 deptName Karnataka Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 4123 locationName KNNL Division Kalasa Project Div Khanapur provisionalAmount 20000000.0 groupOverheadTotal 3042082.95 fileNumber KNNL/BELAGAVI13/2024-25/Building/15/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724941678000 0 None None Buildings Construction of Community Hall at Hirebagewadi villages in Belagavi Taluka. 16900460.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3882359 149103 None KNNL01 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 technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth,etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 65.0 65.0 86.41 False None None False None False 5616.65 0 3882360 149103 None KNNL02 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 etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 73.0 73.0 463.8 False None None False None False 33857.4 0 3882361 149103 None KNNL03 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, GROUND 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.etc complete with all lead and lifts as per the direction of Engineer-in- incharge Sqm 95.0 95.0 457.5 False None None False None False 43462.5 0 3882362 149103 None KNNL04 6.4 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 2561.0 2561.0 116.81 False None None False None False 299150.41 0 3882363 149103 None KNNL05 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 5554.0 5554.0 49.41 False None None False None False 274423.14 0 3882364 149103 None KNNL06 FOR FOOTING 2.2.1.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 5943.0 5943.0 85.48 False None None False None False 508007.64 0 3882365 149103 None KNNL07 FORMWORK FOR FOOTING: Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 475.44 475.44 85.48 False None None False None False 40640.6112 0 3882366 149103 None KNNL08 FOR COLUMN FROM FOOTING TO PLINTH TOP 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 5968.0 5968.0 99.0 False None None False None False 590832.0 0 3882367 149103 None KNNL09 FORMWORK FOR COLUMN FROM FOOTING TO PLINTH TOP: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 4177.6 4177.6 21.73 False None None False None False 90779.248 0 3882368 149103 None KNNL10 FORMWORK FOR TIE BEAM & PLINTH BEAM: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 2984.0 2984.0 26.5 False None None False None False 79076.0 0 3882369 149103 None KNNL11 FORMWORK FOR RC WALL Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 596.8 596.8 34.95 False None None False None False 20858.16 0 3882370 149103 None KNNL12 FOR COLUMN FROM PLINTH TOP TO GROUND SLAB 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 6182.0 6182.0 181.22 False None None False None False 1120302.04 0 3882371 149103 None KNNL13 FORMWORK FOR COLUMN FROM PLINTH TOP TO GROUND SLAB: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 4327.4 4327.4 18.5 False None None False None False 80056.9 0 3882372 149103 None KNNL14 FORMWORK FOR LINTEL,GROUND SLAB BEAM :Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 3709.2 3709.2 26.14 False None None False None False 96958.488 0 3882373 149103 None KNNL15 FORMWORK FOR SLAB : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 3091.0 3091.0 72.97 False None None False None False 225550.27 0 3882374 149103 None KNNL16 FORMWORK FOR STAIRCASE : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 3091.0 3091.0 4.99 False None None False None False 15424.09 0 3882375 149103 None KNNL17 FORMWORK FOR CHAJJA : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 2781.9 2781.9 3.5 False None None False None False 9736.65 0 3882376 149103 None KNNL18 1.8 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.If the height of embankment construction is more than 1.50 m add 5% per m for every 1.50 m height or part there off Deduct 5% per m if rollers are not used and tamping is done manually Add 8% per m for works under foul & sullage situation etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 402.0 402.0 4925.34 False None None False None False 1979986.68 0 3882377 149103 None KNNL19 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) etc complete with all lead and lifts as per the direction of Engineer-in- incharge Kgs 92.0 92.0 35919.65 False None None False None False 3304607.8 0 3882378 149103 None KNNL20 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 5728.0 5728.0 1.49 False None None False None False 8534.72 0 3882379 149103 None KNNL21 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. etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 6690.0 6690.0 89.03 False None None False None False 595610.7 0 3882380 149103 None KNNL22 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 etc complete with all lead and lifts as per the direction of Engineer-in- incharge Kgs 145.0 145.0 976.32 False None None False None False 141566.4 0 3882381 149103 None KNNL23 Providing and fixing of three track x two panel sliding windows made out of multi chambered U PVC matching to RAL 9016 section with minimum O2 titanium dioxide at 6 PHR with thermoplastic elastomer and lead free, gasket kits gray color having isolated drainage and reinforced with galvanized iron profile through out the window frame. The outer frame having The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419 mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 7240.0 7240.0 54.24 False None None False None False 392697.6 0 3882382 149103 None KNNL24 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.0 307.0 407.94 False None None False None False 125237.58 0 3882383 149103 None KNNL25 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 213.0 213.0 909.32 False None None False None False 193685.16 0 3882384 149103 None KNNL26 8.10 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 173.0 173.0 441.13 False None None False None False 76315.49 0 3882385 149103 None KNNL27 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 83.0 83.0 1068.24 False None None False None False 88663.92 0 3882386 149103 None KNNL28 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. etc complete with all lead and lifts as per the direction of Engineer-in- incharge Sqm 2395.0 2395.0 37.36 False None None False None False 89477.2 0 3882387 149103 None KNNL29 10.1.1 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.10.1.1 Area of the slab = 0.50 m2 etc complete with all lead and lifts as per the direction of Engineer-in- incharge Sqm 3444.0 3444.0 3.92 False None None False None False 13500.48 0 3882388 149103 None KNNL30 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm etc complete with all lead and lifts as per the direction of Engineer-in- incharge Sqm 1148.0 1148.0 375.55 False None None False None False 431131.4 0 3882389 149103 None KNNL31 8.35.2 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 96.0 96.0 1068.24 False None None False None False 102551.04 0 3882390 149103 None KNNL32 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m over and including priming coat of exterior primer applied @ 2.20 kg/10 m) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 136.0 136.0 458.76 False None None False None False 62391.36 0 3882391 149103 None KNNL33 11.6.1 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 2510.0 2510.0 12.6 False None None False None False 31626.0 0 3882392 149103 None KNNL34 8.4 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 90.0 90.0 69.0 False None None False None False 6210.0 0 3882393 149103 None KNNL35 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. etc complete with all lead and lifts as per the direction of Engineer-in- incharge Cum 61603.0 61603.0 0.38 False None None False None False 23409.14 0 3882394 149103 None KNNL36 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ). etc complete with all lead and lifts as per the direction of Engineer-in- incharge Sqm 5074.0 5074.0 19.95 False None None False None False 101226.3 0 3882395 149103 None KNNL37 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 41.0 41.0 56.13 False None None False None False 2301.33 0 3882396 149103 None KNNL38 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 132.0 132.0 56.13 False None None False None False 7409.16 0 3882397 149103 None KNNL39 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. etc complete with all lead and lifts as per the direction of Engineer-in- incharge Nos 1481.0 1481.0 8.0 False None None False None False 11848.0 0 3882398 149103 None KNNL40 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. Kgs 500.0 500.0 170.4 False None None False None False 85200.0 0 3882399 149103 None KNNL41 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm etc complete with all lead and lifts as per the direction of Engineer-in- incharge Nos 189.0 189.0 56.0 False None None False None False 10584.0 0 3882400 149103 None KNNL42 Providing and fixing Hold fasts M.S. for doors etc complete etc complete with all lead and lifts as per the direction of Engineer-in- incharge Nos 32.0 32.0 62.0 False None None False None False 1984.0 0 3882401 149103 None KNNL43 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm etc complete with all lead and lifts as per the direction of Engineer-in- incharge Nos 30.0 30.0 36.0 False None None False None False 1080.0 0 3882402 149103 None KNNL44 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.etc complete with all lead and lifts as per the direction of Engineer-in- incharge Nos 832.0 832.0 18.0 False None None False None False 14976.0 0 3882403 149103 None KNNL45 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 111.0 111.0 20.0 False None None False None False 2220.0 0 3882404 149103 None KNNL46 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding etc complete with all lead and lifts as per the direction of Engineer-in- incharge Nos 6.0 6.0 650.0 False None None False None False 3900.0 0 3882405 149103 None KNNL47 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications.etc complete with all lead and lifts as per the direction of Engineer-in- incharge Sqm 1234.0 1234.0 13.62 False None None False None False 16807.08 0 3882406 149103 None KNNL48 9.34 Flooring with 25mm thick polished tandur bluestone slabs using cementmortar 1:6, 25mm thick over existing cement concrete bed or top of rooflaid to line and level and jointed with cement slurry mixed with pigmentto match the shade of the slab, , including cost ofmaterials, labour,curing, polishing complete as per specifications.etc complete with all lead and lifts as per the direction of Engineer-in- incharge Sqm 1192.0 1192.0 55.48 False None None False None False 66132.16 0 3882407 149103 None KNNL49 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6243.82 6243.82 48.01 False None None False None False 299765.7982 0 3882408 149103 None KNNL50 FORMWORK FOR COLUMN : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4370.67 4370.67 13.72 False None None False None False 59965.5924 0 3882409 149103 None KNNL51 FORMWORK FOR LINTEL AND FIRST FLOOR SLAB BEAM : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 3746.29 3746.29 25.29 False None None False None False 94743.6741 0 3882410 149103 None KNNL52 FORMWORK FOR SLAB : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 3121.91 3121.91 6.0 False None None False None False 18731.46 0 3882411 149103 None KNNL53 FORMWORK FOR CHAJJA :Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwor to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesseparately) Cum 2809.72 2809.72 3.01 False None None False None False 8457.2572 0 3882412 149103 None KNNL54 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kgs 92.92 92.92 7242.52 False None None False None False 672974.9584 0 3882413 149103 None KNNL55 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 5785.28 5785.28 1.15 False None None False None False 6653.072 0 3882414 149103 None KNNL56 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 6756.9 6756.9 64.76 False None None False None False 437576.844 0 3882415 149103 None KNNL57 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 874.66 874.66 22.05 False None None False None False 19286.253 0 3882416 149103 None KNNL58 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 146.45 146.45 920.16 False None None False None False 134757.432 0 3882417 149103 None KNNL59 12.90 Providing and fixing of three track x two panel sliding windows made out of multi chambered U PVC matching to RAL 9016 section with minimum O2 titanium dioxide at 6 PHR with thermoplastic elastomer and lead free, gasket kits gray color having isolated drainage and reinforced with galvanized iron profile through out the window frame. The outer frame having The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419 mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 7312.4 7312.4 51.12 False None None False None False 373809.888 0 3882418 149103 None KNNL60 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 310.07 310.07 300.24 False None None False None False 93095.4168 0 3882419 149103 None KNNL61 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 215.13 215.13 386.79 False None None False None False 83210.1327 0 3882420 149103 None KNNL62 8.10 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) including rounding oFB corners wherever required smooth rendering, providing and removing scaFBolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 174.73 174.73 32.0 False None None False None False 5591.36 0 3882421 149103 None KNNL63 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 83.83 83.83 393.0 False None None False None False 32945.19 0 3882422 149103 None KNNL64 8.35.2 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 96.96 96.96 393.0 False None None False None False 38105.28 0 3882423 149103 None KNNL65 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m) over and including priming coat of exterior primer applied @ 2.20kg/10 mto give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 210.08 210.08 330.3 False None None False None False 69389.424 0 3882424 149103 None KNNL66 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 2418.95 2418.95 71.5 False None None False None False 172954.925 0 3882425 149103 None KNNL67 10.1.1 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.10.1.1 Area of the slab = 0.50 m2 Sqm 3478.44 3478.44 1.5 False None None False None False 5217.66 0 3882426 149103 None KNNL68 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 1159.48 1159.48 358.92 False None None False None False 416160.5616 0 3882427 149103 None KNNL69 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 769.62 769.62 5.38 False None None False None False 4140.5556 0 3882428 149103 None KNNL70 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 983.74 983.74 25.78 False None None False None False 25360.8172 0 3882429 149103 None KNNL71 8.4 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 90.9 90.9 51.12 False None None False None False 4646.808 0 3882430 149103 None KNNL72 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. Cum 62219.03 62219.03 0.11 False None None False None False 6844.0933 0 3882431 149103 None KNNL73 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) Sqm 5124.74 5124.74 4.2 False None None False None False 21523.908 0 3882432 149103 None KNNL01 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance 1mm), with wall thickness 2.0 mm (0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm ( 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge Rmtr 231.29 231.29 12.0 False None None False None False 2775.48 0 3882433 149103 None KNNL02 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet 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 75 mm Aluminium hinges. Sqm 289.87 289.87 3.15 False None None False None False 913.0905 0 3882434 149103 None KNNL03 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 41.41 41.41 10.92 False None None False None False 452.1972 0 3882435 149103 None KNNL04 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 133.32 133.32 10.92 False None None False None False 1455.8544 0 3882436 149103 None KNNL05 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. Nos 1495.8 1495.8 2.0 False None None False None False 2991.6 0 3882437 149103 None KNNL06 38.46.2. Providing and fixing self-supported, ribbed, high quality, high grade (0:350 MPA Yst Min), pre- painted Galvalume steel roof sheet, coated with bare Galvalume coating AZ 150, @ 150 gms/Smtr 55%AL,45%Zn) by hot dip process , of total coated thickness as specified for different spans with a tolerance of +I- 0.02 mm, according to technical specification confirming to A 792, with NCCA 11-1, or ECCA T4 Pencil hardness HB, NCCA standard T-Bend test. The roof should be fastened to the gutter beam, on the external sloping side, at an interval of 51mm Centre to Centre, to a depth of 65 mm with Gl anchor bolts and neoprene washers & subJecting the gutter beam to Schmidt, Hammer test to ensure the anchorage of the anchor bolts. The self-supported roofing system should be designed to with stand the wind load (As per IS 875 part-3) & Earthquake load (as per IS 1893) & the design should also comply with any other technical requirements such as turbo ventilators of 0.60 mts. dia and skylights of size 4.26 x 0.60 mts. fixed one in each -do- a) Span :Above 15 Meters upto 18 Meters (b) Material Specification: Colour Coated Galvalume Sheet, weighing 11.35 g/sqm BMT 0.90 MM, APT: 0.95 MM, tolerance+/- 0.02mm as per specifications and as per directions of Engineer-in-charge. Sqm 1969.5 1969.5 502.5 False None None False None False 989673.75 0 3882438 149103 None KNNL07 1176 3707 PVC pipe - OD 25mm and 10 Kg/sqcm m as per specifications and as per directions of Engineer-in-charge. m 23.0 23.0 60.0 False None None False None False 1380.0 0 3882439 149103 None KNNL08 1178 3708 PVC pipe - OD 32mm and 10 Kg/sqcm m as per specifications and as per directions of Engineer-in-charge. m 33.0 33.0 60.0 False None None False None False 1980.0 0 3882440 149103 None KNNL09 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 B199A PPR Double Union Ball Valve 20mm as per specifications and as per directions of Engineer-in-charge. Nos 789.0 789.0 5.0 False None None False None False 3945.0 0 3882441 149103 None KNNL10 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 B199B PPR Double Union Ball Valve 25mm as per specifications and as per directions of Engineer-in-charge. Nos 1076.0 1076.0 10.0 False None None False None False 10760.0 0 3882442 149103 None KNNL11 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 B199C PPR Double Union Ball Valve 32mm as per specifications and as per directions of Engineer-in-charge. Nos 1784.0 1784.0 5.0 False None None False None False 8920.0 0 3882443 149103 None KNNL12 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B195B PPR Male Threaded Elbow 20X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 82.0 82.0 5.0 False None None False None False 410.0 0 3882444 149103 None KNNL13 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B195C PPR Male Threaded Elbow 25X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 98.0 98.0 10.0 False None None False None False 980.0 0 3882445 149103 None KNNL14 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B195E PPR Male Threaded Elbow 32X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 130.0 130.0 5.0 False None None False None False 650.0 0 3882446 149103 None KNNL15 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B194B PPR Female Threaded Elbow 20X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 56.0 56.0 5.0 False None None False None False 280.0 0 3882447 149103 None KNNL16 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B194C PPR Female Threaded Elbow 25X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 70.0 70.0 10.0 False None None False None False 700.0 0 3882448 149103 None KNNL17 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B194E PPR Female Threaded Elbow 32X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 112.0 112.0 5.0 False None None False None False 560.0 0 3882449 149103 None KNNL18 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 B193B PPR Male Threaded TEE 20X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 92.0 92.0 5.0 False None None False None False 460.0 0 3882450 149103 None KNNL19 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 B193C PPR Male Threaded TEE 25X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 102.0 102.0 10.0 False None None False None False 1020.0 0 3882451 149103 None KNNL20 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 B193E PPR Male Threaded TEE 32X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 149.0 149.0 5.0 False None None False None False 745.0 0 3882452 149103 None KNNL21 B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 B192B PPR Female Threaded TEE 20X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 60.0 60.0 5.0 False None None False None False 300.0 0 3882453 149103 None KNNL22 B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092B192C PPR Female Threaded TEE 25X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 74.0 74.0 10.0 False None None False None False 740.0 0 3882454 149103 None KNNL23 B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 B192E PPR Female Threaded TEE 32X1/2mm as per specifications and as per directions of Engineer-in-charge. Nos 119.0 119.0 5.0 False None None False None False 595.0 0 3882455 149103 None KNNL24 13.34 Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specificationsas per specifications and as per directions of Engineer-in-charge. Ltr 8.0 8.0 5000.0 False None None False None False 40000.0 0 3882456 149103 None KNNL25 13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore-HORIZONTAL as per specifications and as per directions of Engineer-in-charge. Nos 1086.0 1086.0 6.0 False None None False None False 6516.0 0 3882457 149103 None KNNL26 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore as per specifications and as per directions of Engineer-in-charge. Nos 326.0 326.0 6.0 False None None False None False 1956.0 0 3882458 149103 None KNNL27 13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore as per specifications and as per directions of Engineer-in-charge. Nos 735.0 735.0 6.0 False None None False None False 4410.0 0 3882459 149103 None KNNL28 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 kinds of soils. Depth upto 1.50m as per specifications and as per directions of Engineer-in-charge. Cum 470.0 470.0 27.0 False None None False None False 12690.0 0 3882460 149103 None KNNL29 11161 5899 Poly Propylene Random Co-ploymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia as per specifications and as per directions of Engineer-in-charge. Mtr 381.0 381.0 30.0 False None None False None False 11430.0 0 3882461 149103 None KNNL30 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 as per specifications and as per directions of Engineer-in-charge. Nos 5005.0 5005.0 4.0 False None None False None False 20020.0 0 3882462 149103 None KNNL31 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps as per specifications and as per directions of Engineer-in-charge. Nos 2529.0 2529.0 12.0 False None None False None False 30348.0 0 3882463 149103 None KNNL32 14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern as per specifications and as per directions of Engineer-in-charge. Nos 3536.0 3536.0 4.0 False None None False None False 14144.0 0 3882464 149103 None KNNL33 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete as per specifications and as per directions of Engineer-in-charge. Nos 971.0 971.0 6.0 False None None False None False 5826.0 0 3882465 149103 None KNNL34 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g as per specifications and as per directions of Engineer-in-charge. Nos 380.0 380.0 4.0 False None None False None False 1520.0 0 3882466 149103 None KNNL35 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: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 as per specifications and as per directions of Engineer-in-charge. Each 475.0 475.0 6.0 False None None False None False 2850.0 0 3882467 149103 None KNNL36 K030 D Supplying, 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. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :3.4 K030D HDPE Grade PE80-PN10.0,110mm dia m 490 as per specifications and as per directions of Engineer-in-charge. m 490.0 490.0 69.0 False None None False None False 33810.0 0 3882468 149103 None KNNL37 T-130A Constructing brick masonry chamber of internal dimension 600x450mm 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 as per specifications and as per directions of Engineer-in-charge. Nos 4374.0 4374.0 15.0 False None None False None False 65610.0 0 3882469 149103 None KNNL38 T-130C 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, as per specifications and as per directions of Engineer-in-charge. Nos 3864.0 3864.0 8.0 False None None False None False 30912.0 0 3882470 149103 None KNNL39 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) 20mm nominal OD pipes as per specifications and as per directions of Engineer-in-charge. m 239.0 239.0 40.0 False None None False None False 9560.0 0 3882471 149103 None KNNL40 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm nominal OD pipes as per specifications and as per directions of Engineer-in-charge. m 316.0 316.0 50.0 False None None False None False 15800.0 0 3882472 149103 None KNNL41 1171 3713 PVC pipe - OD 110mm and 6 Kg/sqcm m as per specifications and as per directions of Engineer-in-charge. m 255.0 255.0 80.0 False None None False None False 20400.0 0 3882473 149103 None KNNL42 1204 5828 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m as per specifications and as per directions of Engineer-in-charge. m 159.0 159.0 40.0 False None None False None False 6360.0 0 3882474 149103 None KNNL43 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 7.6 M100F 75 mm dia PVC Elbows Each 200.0 200.0 15.0 False None None False None False 3000.0 0 3882475 149103 None KNNL44 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 7.8 M100H 110 mm dia PVC Elbows Each 315.0 315.0 20.0 False None None False None False 6300.0 0 3882476 149103 None KNNL45 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 6696.0 6696.0 1.66 False None None False None False 11115.36 0 3882477 149103 None KNNL46 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. Sqm 230.0 230.0 73.32 False None None False None False 16863.6 0 3882478 149103 None KNNL47 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. Kgs 51.0 51.0 73.32 False None None False None False 3739.32 0 3882479 149103 None KNNL48 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 49.0 49.0 73.32 False None None False None False 3592.68 0 3882480 149103 None KNNL49 FORMWORK FOR Sump & Septic Tank: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per specifications and as per directions of Engineer-in-charge. Cum 1193.6 1193.6 15.82 False None None False None False 18882.752 0 3882481 149103 None KNNL50 V010C Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 1887.0 1887.0 4.0 False None None False None False 7548.0 0 3882482 149103 None KNNL51 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Sqm 455.0 455.0 72.4 False None None False None False 32942.0 0 3882483 149103 None KNNL52 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Cum 666.67 666.67 4.0 False None None False None False 2666.68 0 3882484 149103 None KNNL53 40 mm down size A-38 as per specifications and as per directions of Engineer-in-charge. Cum 1250.0 1250.0 2.0 False None None False None False 2500.0 0 3882485 149103 None KNNL54 20 mm down size A-38 as per specifications and as per directions of Engineer-in-charge. Cum 1350.0 1350.0 2.0 False None None False None False 2700.0 0 3882486 149103 None KNNL55 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge Cum 397.0 397.0 4.0 False None None False None False 1588.0 0 3882487 149103 None KNNL56 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 204.0 204.0 13.8 False None None False None False 2815.2 0 3882488 149103 None KNNL57 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. Cum 866.0 866.0 33.97 False None None False None False 29418.02 0 3882489 149103 None KNNL58 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. Sqm 299.0 299.0 30.0 False None None False None False 8970.0 0 3882490 149103 None KNNL59 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 as per specifications and as per directions of Engineer-in-charge. Sqm 762.0 762.0 16.01 False None None False None False 12199.62 0 3882491 149103 None KNNL60 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 974.0 974.0 32.0 False None None False None False 31168.0 0 3882492 149103 None KNNL61 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 95.0 95.0 269.72 False None None False None False 25623.4 0 3882493 149103 None KNNL62 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m) over and including priming coat of exterior primer applied @ 2.20kg/10 m to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 208.0 208.0 80.58 False None None False None False 16760.64 0 3882494 149103 None KNNL63 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Cum 75344.0 75344.0 0.1 False None None False None False 7534.4 0 3882495 149103 None KNNL64 12.15.1 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 4556.0 4556.0 4.2 False None None False None False 19135.2 0 3882496 149103 None KNNL65 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance 1mm), with wall thickness 2.0 mm (0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge Rmtr 229.0 229.0 11.56 False None None False None False 2647.24 0 3882497 149103 None KNNL66 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet 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 75 mm Aluminium hinges. Sqm 287.0 287.0 3.19 False None None False None False 915.53 0 3882498 149103 None KNNL67 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 19/20mm dia 2mm thick Mtr 61.0 61.0 350.0 False None None False None False 21350.0 0 3882499 149103 None KNNL68 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 25mm dia 2mm thick Mtr 70.0 70.0 300.0 False None None False None False 21000.0 0 3882500 149103 None KNNL69 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 32mm dia 2.5mm thick Mtr 93.0 93.0 20.0 False None None False None False 1860.0 0 3882501 149103 None KNNL70 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 up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick Mtr 75.0 75.0 300.0 False None None False None False 22500.0 0 3882502 149103 None KNNL71 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 up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick Mtr 80.0 80.0 250.0 False None None False None False 20000.0 0 3882503 149103 None KNNL72 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 up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 32mm dia 2.5mm thick Mtr 105.0 105.0 30.0 False None None False None False 3150.0 0 3882504 149103 None KNNL73 Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.200x90x65mm Each 169.0 169.0 5.0 False None None False None False 845.0 0 3882505 149103 None KNNL74 Supplying and fixing PVC/metal conduit accessories Deep junction box. 19/20mm deep junction box Each 49.0 49.0 40.0 False None None False None False 1960.0 0 3882506 149103 None KNNL148 Supplying and fixing PVC/metal conduit accessories Deep junction box. 25mm deep junction box Each 51.0 51.0 35.0 False None None False None False 1785.0 0 3882507 149103 None KNNL149 Supplying and fixing PVC/metal conduit accessories Deep junction box. 32mm deep junction box Each 69.0 69.0 3.0 False None None False None False 207.0 0 3882508 149103 None KNNL150 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete up to 50mm conduit in brick wall Mtr 26.0 26.0 10.0 False None None False None False 260.0 0 3882509 149103 None KNNL151 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete up to 50mm conduit CC floor Mtr 62.0 62.0 10.0 False None None False None False 620.0 0 3882510 149103 None KNNL152 Supplying PVC/GI 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 300mm using NF screws and on either end of the pipe terminated completely 20mm Mtr 25.0 25.0 20.0 False None None False None False 500.0 0 3882511 149103 None KNNL153 Supplying PVC/GI 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 300mm using NF screws and on either end of the pipe terminated completely 25mm Mtr 31.0 31.0 20.0 False None None False None False 620.0 0 3882512 149103 None KNNL154 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point up to 3Mtr from tapping point to out let via switch box Point 251.0 251.0 45.0 False None None False None False 11295.0 0 3882513 149103 None KNNL155 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch box Point 361.0 361.0 35.0 False None None False None False 12635.0 0 3882514 149103 None KNNL156 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box Point 542.0 542.0 45.0 False None None False None False 24390.0 0 3882515 149103 None KNNL157 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. 1.5 sqmm Mtr 26.0 26.0 300.0 False None None False None False 7800.0 0 3882516 149103 None KNNL158 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. 2.5 sqmm Mtr 40.0 40.0 300.0 False None None False None False 12000.0 0 3882517 149103 None KNNL159 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. 4 sqmm Mtr 59.0 59.0 250.0 False None None False None False 14750.0 0 3882518 149103 None KNNL160 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. 6 sqmm Mtr 87.0 87.0 250.0 False None None False None False 21750.0 0 3882519 149103 None KNNL161 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. 10 sqmm Mtr 157.0 157.0 30.0 False None None False None False 4710.0 0 3882520 149103 None KNNL162 Supplying and mounting 2 Nos. of 2 way 6 amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as required IS 1293 Each 162.0 162.0 6.0 False None None False None False 972.0 0 3882521 149103 None KNNL163 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6 Amps lamp holder No 63.0 63.0 40.0 False None None False None False 2520.0 0 3882522 149103 None KNNL164 Supplying and flush mounting powder coated / galavanized 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 1-3Way Each 123.0 123.0 8.0 False None None False None False 984.0 0 3882523 149103 None KNNL165 Supplying and flush mounting powder coated / galavanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5Way Each 138.0 138.0 18.0 False None None False None False 2484.0 0 3882524 149103 None KNNL166 Supplying and flush mounting powder coated / galavanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6Way Each 212.0 212.0 6.0 False None None False None False 1272.0 0 3882525 149103 None KNNL167 Supplying and flush mounting powder coated / galavanized 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 8Way Each 250.0 250.0 6.0 False None None False None False 1500.0 0 3882526 149103 None KNNL168 Supplying and flush mounting powder coated / galavanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way Each 325.0 325.0 8.0 False None None False None False 2600.0 0 3882527 149103 None KNNL169 Supplying and flush mounting powder coated / galavanized 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 16 / 18 Way Each 354.0 354.0 9.0 False None None False None False 3186.0 0 3882528 149103 None KNNL170 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 1 to 3 Module Each 152.0 152.0 8.0 False None None False None False 1216.0 0 3882529 149103 None KNNL171 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. 4Moudule Each 175.0 175.0 18.0 False None None False None False 3150.0 0 3882530 149103 None KNNL172 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. 6Moudule Each 244.0 244.0 6.0 False None None False None False 1464.0 0 3882531 149103 None KNNL173 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. 8Moudule Each 302.0 302.0 6.0 False None None False None False 1812.0 0 3882532 149103 None KNNL174 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 - 12Moudule Each 363.0 363.0 8.0 False None None False None False 2904.0 0 3882533 149103 None KNNL175 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. 16 -18 Moudule Each 403.0 403.0 9.0 False None None False None False 3627.0 0 3882534 149103 None KNNL176 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way. Each 88.0 88.0 30.0 False None None False None False 2640.0 0 3882535 149103 None KNNL177 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 6Amps Two way. Each 152.0 152.0 3.0 False None None False None False 456.0 0 3882536 149103 None KNNL178 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 6Amps 3way socket. Each 162.0 162.0 3.0 False None None False None False 486.0 0 3882537 149103 None KNNL179 Stepped Fan Regulator. Each 313.0 313.0 10.0 False None None False None False 3130.0 0 3882538 149103 None KNNL180 16Amps one way switch Each 249.0 249.0 12.0 False None None False None False 2988.0 0 3882539 149103 None KNNL181 6/16Amps universal socket Each 249.0 249.0 8.0 False None None False None False 1992.0 0 3882540 149103 None KNNL182 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required 6-32Amps SP Each 523.0 523.0 8.0 False None None False None False 4184.0 0 3882541 149103 None KNNL183 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required 6-32 Amps DP Each 1103.0 1103.0 7.0 False None None False None False 7721.0 0 3882542 149103 None KNNL184 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. 8 Way TP & N Each 4136.0 4136.0 3.0 False None None False None False 12408.0 0 3882543 149103 None KNNL185 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg No 770.0 770.0 2.0 False None None False None False 1540.0 0 3882544 149103 None KNNL186 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each No 660.0 660.0 2.0 False None None False None False 1320.0 0 3882545 149103 None KNNL187 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Bag 303.0 303.0 2.0 False None None False None False 606.0 0 3882546 149103 None KNNL188 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE Ordinary Soil Per Pit 578.0 578.0 1.0 False None None False None False 578.0 0 3882547 149103 None KNNL189 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. Each 1542.0 1542.0 3.0 False None None False None False 4626.0 0 3882548 149103 None KNNL190 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model Each 2085.0 2085.0 12.0 False None None False None False 25020.0 0 3882549 149103 None KNNL191 Supplying & fixing of retrofit type LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI70%. 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. 7W, 6500K Each 148.0 148.0 22.0 False None None False None False 3256.0 0 3882550 149103 None KNNL192 9W, 6500K Each 160.0 160.0 22.0 False None None False None False 3520.0 0 3882551 149103 None KNNL193 12W, 6500K Each 237.0 237.0 20.0 False None None False None False 4740.0 0 3882552 149103 None KNNL194 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 19/20mm dia 2mm thick Mtr 61.0 61.0 350.0 False None None False None False 21350.0 0 3882553 149103 None KNNL195 25mm dia 2mm thick Mtr 70.0 70.0 300.0 False None None False None False 21000.0 0 3882554 149103 None KNNL196 32mm dia 2.5mm thick Mtr 93.0 93.0 20.0 False None None False None False 1860.0 0 3882555 149103 None KNNL197 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 up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick Mtr 75.0 75.0 300.0 False None None False None False 22500.0 0 3882556 149103 None KNNL198 25mm dia 2mm thick Mtr 80.0 80.0 250.0 False None None False None False 20000.0 0 3882557 149103 None KNNL199 32mm dia 2.5mm thick Mtr 105.0 105.0 30.0 False None None False None False 3150.0 0 3882558 149103 None KNNL200 Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 200x90x65mm Each 169.0 169.0 5.0 False None None False None False 845.0 0 3882559 149103 None KNNL201 Supplying and fixing PVC/metal conduit accessories Deep junction box. 19/20mm deep junction box Each 49.0 49.0 40.0 False None None False None False 1960.0 0 3882560 149103 None KNNL202 25mm deep junction box Each 51.0 51.0 35.0 False None None False None False 1785.0 0 3882561 149103 None KNNL203 32mm deep junction box Each 69.0 69.0 3.0 False None None False None False 207.0 0 3882562 149103 None KNNL204 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete up to 50mm conduit in brick wall Mtr 26.0 26.0 10.0 False None None False None False 260.0 0 3882563 149103 None KNNL205 up to 50mm conduit CC floor Mtr 62.0 62.0 10.0 False None None False None False 620.0 0 3882564 149103 None KNNL206 Supplying PVC/GI 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 300mm using NF screws and on either end of the pipe terminated completely 20mm Mtr 25.0 25.0 20.0 False None None False None False 500.0 0 3882565 149103 None KNNL207 25mm Mtr 31.0 31.0 20.0 False None None False None False 620.0 0 3882566 149103 None KNNL208 Point wiring using Copper wire without switch. : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point up to 3Mtr from tapping point to out let via switch box Point 251.0 251.0 45.0 False None None False None False 11295.0 0 3882567 149103 None KNNL209 Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch box Point 361.0 361.0 35.0 False None None False None False 12635.0 0 3882568 149103 None KNNL210 Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box Point 542.0 542.0 45.0 False None None False None False 24390.0 0 3882569 149103 None KNNL211 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. 1.5 sqmm Mtr 26.0 26.0 300.0 False None None False None False 7800.0 0 3882570 149103 None KNNL212 2.5 sqmm Mtr 40.0 40.0 300.0 False None None False None False 12000.0 0 3882571 149103 None KNNL213 4 sqmm Mtr 59.0 59.0 250.0 False None None False None False 14750.0 0 3882572 149103 None KNNL214 6 sqmm Mtr 87.0 87.0 250.0 False None None False None False 21750.0 0 3882573 149103 None KNNL215 10 sqmm Mtr 157.0 157.0 30.0 False None None False None False 4710.0 0 3882574 149103 None KNNL216 Supplying and mounting 2 Nos. of 2 way 6 amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as required IS 1293 Each 162.0 162.0 6.0 False None None False None False 972.0 0 3882575 149103 None KNNL217 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6 Amps lamp holder No 63.0 63.0 40.0 False None None False None False 2520.0 0 3882576 149103 None KNNL218 Supplying and flush mounting powder coated / galavanized 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 1-3Way Each 123.0 123.0 8.0 False None None False None False 984.0 0 3882577 149103 None KNNL219 4-5Way Each 138.0 138.0 18.0 False None None False None False 2484.0 0 3882578 149103 None KNNL220 6Way Each 212.0 212.0 6.0 False None None False None False 1272.0 0 3882579 149103 None KNNL221 8Way Each 250.0 250.0 6.0 False None None False None False 1500.0 0 3882580 149103 None KNNL222 10-12Way Each 325.0 325.0 8.0 False None None False None False 2600.0 0 3882581 149103 None KNNL223 16 / 18 Way Each 354.0 354.0 9.0 False None None False None False 3186.0 0 3882582 149103 None KNNL224 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 1 to 3 Module Each 152.0 152.0 8.0 False None None False None False 1216.0 0 3882583 149103 None KNNL225 4Moudule Each 175.0 175.0 18.0 False None None False None False 3150.0 0 3882584 149103 None KNNL226 6Moudule Each 244.0 244.0 6.0 False None None False None False 1464.0 0 3882585 149103 None KNNL227 8Moudule Each 302.0 302.0 6.0 False None None False None False 1812.0 0 3882586 149103 None KNNL228 10 - 12Moudule Each 363.0 363.0 8.0 False None None False None False 2904.0 0 3882587 149103 None KNNL229 16 -18 Moudule Each 403.0 403.0 9.0 False None None False None False 3627.0 0 3882588 149103 None KNNL230 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way. Each 88.0 88.0 30.0 False None None False None False 2640.0 0 3882589 149103 None KNNL231 6Amps Two way. Each 152.0 152.0 3.0 False None None False None False 456.0 0 3882590 149103 None KNNL232 6Amps 3way socket. Each 162.0 162.0 3.0 False None None False None False 486.0 0 3882591 149103 None KNNL233 Stepped Fan Regulator. Each 313.0 313.0 10.0 False None None False None False 3130.0 0 3882592 149103 None KNNL234 16Amps one way switch Each 249.0 249.0 12.0 False None None False None False 2988.0 0 3882593 149103 None KNNL235 6/16Amps universal socket Each 249.0 249.0 8.0 False None None False None False 1992.0 0 3882594 149103 None KNNL236 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. 6-32Amps SP Each 523.0 523.0 8.0 False None None False None False 4184.0 0 3882595 149103 None KNNL237 6-32 Amps DP Each 1103.0 1103.0 7.0 False None None False None False 7721.0 0 3882596 149103 None KNNL238 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. 8 Way TP & N Each 4136.0 4136.0 3.0 False None None False None False 12408.0 0 3882597 149103 None KNNL239 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. Each 1542.0 1542.0 4.0 False None None False None False 6168.0 0 3882598 149103 None KNNL240 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model Each 2085.0 2085.0 12.0 False None None False None False 25020.0 0 3882599 149103 None KNNL241 Supplying & fixing of retrofit type LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI70%. 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. 7W, 6500K Each 148.0 148.0 20.0 False None None False None False 2960.0 0 3882600 149103 None KNNL242 9W, 6500K Each 160.0 160.0 20.0 False None None False None False 3200.0 0 3882601 149103 None KNNL243 12W, 6500K Each 237.0 237.0 15.0 False None None False None False 3555.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724941685000 1 None None ELIGIBILITY The intending bidders are advised to visit the site of work, before submitting their tender. None 1724941685000 1 None None ELIGIBILITY The contractor who intends to get pre-qualified for taking up the above work under KNNL should submit through e-portal the details mentioned below along with requisition for blank tender documents. The blank tender documents will be made open to those contractors who meet the pre-qualification criteria for taking up the aforesaid work. The information furnished by the contractor meeting with the prequalification conditions SHOULD BE supported with relevant documents. EACH OF THE SAID DOCUMENT SHOULD BE DULY SIGNED BY THE contractor as a token of genuinity and truthfulness of the documents without self-attested signature of the contractor will not be considered for prequalification. None 1724941685000 1 None None ELIGIBILITY Each of the documents uploaded to the e-portal should be self-attested by the contractor or an authorized representative in case of firm /company. None 1724941685000 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 1724941685000 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 1725003434000 0 None None ELIGIBILITY Self-attested copies of the documents of all details uploaded to the e-portal for pre qualification along with the EMD in original should be submitted to the Executive Engineer on or before the date & time specified below in the present notification. None 1725003439000 0 None None ELIGIBILITY The contractor should furnish the name of the individual /firm with address and telephone No with place of registration, year of incorporation etc. None 1725003445000 0 None None ELIGIBILITY The application made by the firm/company, shall be signed by a person holding the power of attorney, in which case a copy of power of attorney shall be submitted. None 1725003456000 0 None None ELIGIBILITY The Bidder should also furnish the list of work on hand with all details. Such as bid cost date of entrustment, stipulated date of completion, actual date of completion, completed cost of work etc., None 1725003466000 0 None None ELIGIBILITY Bidders for the work who have already executed the work and / or who are executing the works under Karnataka Neeravari Nigam Limited should enclose performance certificates from the concerned Executive Engineer for having satisfactorily executed / or satisfactorily executing the works undertaken by them under Karnataka Neeravari Nigam Limited. Such tenders received without performance certificates or with unsatisfactory performance are liable for rejection None 1725003473000 0 None None ELIGIBILITY The bidder at the time of submission of the tender should give a detailed execution plan and fortnightly program to complete the work in full manner in 6 months without fail. The program can be modified with mutual consent. None 1725003479000 0 None None ELIGIBILITY The work will be constantly monitored by the Executive engineer and if there is any slippage in achieving the program/ milestones month wise, a penalty / liquidated damages as indicated in the agreement / tender document would be levied. However, these liquidated damages will be refunded if the contractor makes the good the shortfall in the subsequent months or completes the whole work before the stipulated date of completion. None 1725003485000 0 None None ELIGIBILITY All Contractors must obtain Employee Compensation Act (ECA) policy for the workers engaged under the works. KNNL will not be having any liabilities under the said Act provisions. None 1725003490000 0 None None ELIGIBILITY The contactor / authorized signatory should attach his/her scanned signature to the schedule-B before uploading the documents. None 1725003496000 0 None None ELIGIBILITY Conditional tenders will be rejected. The officer competent to accept tender shall have the right to reject any or all the tender without assigning any reason whatsoever. None 1725003503000 0 None None ELIGIBILITY The intending bidder should note that, if any of the lands either in part / parts or in whole required for the work is not acquired by the Nigam, it shall be responsibility of the bidder to take possession of such lands and start the work by consent of the land owners before commencement of the work at no extra cost to the Nigam and no claims/ delays whatsoever relating to non availability of land would be entertained. None 1725003509000 0 None None ELIGIBILITY If the percentage quoted by the contractor for the work is below ninety percent of estimated amount put to tender or recast amount put to tender of the department, then the contractor shall furnish an additional performance security in the form of Bank Guarantee for an amount equivalent to the difference between the cost as per quoted percentage and 90% of the estimated amount put to tender or recast amount put to tender. In case of contractor quotation rates above 125% of the estimated rates then the amount over and above 125% will be withheld during the progress of work. The additional performance security will be released proportionately to the bill amount till the contractor achieves progress of the entire cost of the work as per agreement. None 1725003516000 0 None None ELIGIBILITY Photo Copies of the work under taken in the stages of before execution Work under progress, and Completion of the work should be produced at the time of submitting the bill by the Contractor on his own cost. None 1725003521000 0 None None ELIGIBILITY Any documents submitted through post / courier is at the risk of contractor (i.e., KNNL is not responsible for postal delay). None 1725003528000 0 None None ELIGIBILITY The officer competent to accept the tender shall have the right to reject any or all the tenders without assigning any reason whatsoever. None 1725003535000 0 None None ELIGIBILITY The bidder should only submit / upload in kpp-portal platform genuine certificates/ documents, etc., that are as obtained from competent/ concerned authorities against each required eligible criteria. The bidder shall submit originals of all the uploaded documents (hard copy) at the time of Technical bid opening. Otherwise his / bid shall be rejected and also EMD of such bidder shall be forfeited. If any of the submitted / uploaded certificates / documents etc., found to be fake, after verification from issuing authority, then his / her EMD (Earnest Money Deposit) will be forfeited and their tender will be rejected besides such bidders are liable for blacklisting. None 1725003542000 0 None None ELIGIBILITY Bids submitted by all bidders in the process of bid evaluation will be opened even if, the bidder withdraws from the bidding process by not submitting the original documents for verification or for any other reason and the prices quoted by them will be looked into to ascertain if there is collusion amongst the bidders to determine the competitiveness of the L1 price quoted by other bidders, as per the decision by the KNNL Board. None 1725003550000 0 None None ELIGIBILITY The contractor should abide by the directions of government towards recovery of 1% (or as modified by Government from time to time) Cess from the contractors bill under the provision of building and other construction worker welfare cess Act -1996. None 1725003556000 0 None None ELIGIBILITY The contractor should submit the Letter of Acceptance to the under signed office within the stipulated period as per the bid document failing which the tender shall be deemed as cancelled. None 1725003562000 0 None None ELIGIBILITY Corrigendum will be published in the News Papers / Website for all modifications / corrections if any. None 1725003570000 0 None None ELIGIBILITY Typographical errors, if any, will not be the ground for any claims by the contractor. None 1725003579000 0 None None ELIGIBILITY The amount put to tender is exclusive of GST. The Contractor Should Quote the rates without GST. None 1725003585000 0 None None ELIGIBILITY The GST of 18 % shall be paid to the tendered amount as per Govt order No PWD 65 RDF 2017 Dated: 11/10/2018 separately. None 1725003593000 0 None None ELIGIBILITY In case of death of Contractor after execution of the agreement / commencement of work his legal heir if any eligible registered contractor & willing can execute & complete the work as accepted tender rates irrespective of the cost of the work. None 1725003599000 0 None None ELIGIBILITY The increase in GST shall not be paid in the extended period of Contract for which the Contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1725003609000 0 None None ELIGIBILITY Debarment of tenderers: The procurement entity may debar tenderer for a period not exceeding 3 years from participation in its tenders following such procedures as may be prescribed on the ground that tenderer is engaged in corrupt or fraudulent practices in competing or executing the contract including misleading the procuring entity or any stage of procurement activity with a fraudulent intention. ( KTPP Act 26A). None 1725003625000 0 None None ELIGIBILITY As per GO FD 5 EXP -12 / 2023 dated 15.05.2023 , the contractor shall be abide to provide e Bank Guarantee towards Security Deposits None 1725003633000 0 None None ELIGIBILITY The Contractor shall be abide to pay any revision of GST during the tender period. None 1725003638000 0 None None ELIGIBILITY The Contractor shall also abide by the other conditions as laid down in the Bid document. None 1725003646000 0 None None ELIGIBILITY Royalty as per Govt. notification No.CI 115 MMN 2019, Bangalore Dated: 30-06-2020 issued by department of Mines and geology, Government of Karnataka and the subsequent government notification shall be paid by the contractor by the deduction from his bills. The schedule of royalty charges is annexed.The contractor shall produce the Material Dispatch Receipt (MDR) from department of Mines and Geology for exemption. None 1725003785000 0 None None ELIGIBILITY The detailed tender notification can be had from the KNNL website https:// kppp.karnataka.gov.in and linking to e tender or in the office of the undersigned. Details can be had from the Office Phone No.08336 222163 None 1725003792000 0 None None ELIGIBILITY Further information/ Clarifications can be had from the under signed during office hours on telephone no: 08336-222163 None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20 to 2023-24. The Contractor should have satisfactorily completed (at least 90% of the contract value) as a prime contractor for at least one similar work (such as construction of Asphalt Roads) of value not less than the 99.72 Lakhs. Work Done Certificate issued by concerned Executive Engineer should be uploaded. (The work done value of previous years shall be given as weightaige of 10% per year to bring them to the price level of the FY- 2024-25). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.2019-20 to 2023-24. c. To qualify for award of this contract, executed in any one financial year the minimum quantities of work.(i) Earth work Excavation (Embankment or both put together) - 4507.00Cum, ii) PCC/RCC (Minimum M-20 Grade)-331.00 Cum, (iii) Steel-87.00 Tonne iv) BBM-168.00 cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20 to 2023-24.Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity-(AxNx1.5- B) where A-Maximum value of civil engineering works executed in any one year during the last five years(Updated to 2022-23 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited. B-Value, at (9/12)price level, of existing commitments and on-going works to be completed during the next.(9/12)years (period of completion of the works for which Tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20 to 2023-24. b. Each tender in his name should have in the last five years period (i.e.2019-20 to 2023-24) achieved in at least two financial years an average annual financial turnover of not less than equivalent to the amount of 398.86 Lakhs. (The financial turnover shall be certified by the registered Chartered Accountant. All documents / certificates issued by Chartered Accountant should have a UDIN generated through the ICAI portal. Any such certificate without UDIN shall not be considered and shall be treated as invalid document). Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the FY 2024-25. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract, liquid assets and or availability and credit facilities of not less than the Rs. 59.83 Lakhs (credit lines /letter of credit/certificate from banks for meeting the fund requirements, etc). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted None None None None Deleted Others Deleted createdTs version createdDate modifiedDate documentName None None None None Others -- Deleted
tenderCriterionDocumentList	documentName optional documentTypeText Copy of registration certificate in Class-II in KPWD / above with validity. True Technical Bid The requisite Earnest Money Deposit EMD True Technical Bid EPF Registration certificate copy. Previous month True Technical Bid EPF Challan Previous month True Technical Bid Copy of Income tax return filed for the financial year 2023-24. True Technical Bid GST Registration Certificate. True Technical Bid Each of the documents uploaded should be self-attested by the contractor or authorized representative in case of firm/company. True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Belagavi Belagavi Belgaum BELGAUM Community Hall at Hirebagewadi villages in Belagavi Taluka. None None None None None None
tenderAddress	createdTs 1725028394000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer, KNNL, Kalasa Project Division Khanapur street None city Khanapur state Karnataka pin 591302
tenderRecallDTO	None