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noticeInvitingTenderDTO	createdTs 1721987402241 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 750000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 17-08-2024 16:00:00 tenderQueryClose 14-08-2024 16:31:44 technicalBidOpen 19-08-2024 16:30:00 publishedDate 26-07-2024 19:41:18 publishedByPost BBMP_EE_SHI_EAST publishedByUser KPE14240 - SAIFUDDIN bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 14-08-2024 12:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SAIFUDDIN splitEmdRequiredYn True emdBankGuarantee 650000.00 emdCash 100000.00 bgValidityPeriod 90 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9845928789 tenderSupplierList None
tenderSchedule	createdTs 1721987402281 version 4 createdDate None modifiedDate None tenderNumber BBMP/2024-25/BD/WORK_INDENT3473 title Providing lift, Roof truss and kitchen utensils furniture and interior works at Sports Center and Community Hall at Ward No 120 Bharathi Nagar, Construction of Building for Bangalore-1 at Shivaji Road in Ward No 120 Bharathi Nagar and Improvements and development of Papaiah Garden Park and its surroundings in Ward No 118 Sampangirama Nagara package No 03 description Providing lift, Roof truss and kitchen utensils furniture and interior works at Sports Center and Community Hall at Ward No 120 Bharathi Nagar, Construction of Building for Bangalore-1 at Shivaji Road in Ward No 120 Bharathi Nagar and Improvements and development of Papaiah Garden Park and its surroundings in Ward No 118 Sampangirama Nagara package No 03 category WORKS categoryText Works ecv 47136006.48 deptName Bruhat Bengaluru Mahanagara Palike status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 879 locationName BBMP Shivajinagar East provisionalAmount 50000000.0 groupOverheadTotal None fileNumber EE/SJN/TND/03/24-25-03
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721987402000 0 None None Buildings Providing lift, Roof truss and kitchen utensils furniture and interior works at Sports Center and Community Hall at Ward No 120 Bharathi Nagar, Construction of Building for Bangalore-1 at Shivaji Road in Ward No 120 Bharathi Nagar and Improvements and development of Papaiah Garden Park and its surroundings in Ward No 118 Sampangirama Nagara package No 03 47136006.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3628609 131924 None code01 Demolishing brick work manually/ by mechanical means including stack ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. Cum 1335.64 1335.64 70.1 False None None False None False 93628.364 0 3628610 131924 None code02 Dmolishing R.C.C. work manually/ by mechanical means including stack ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.. Cum 3148.95 3148.95 22.85 False None None False None False 71953.5075 0 3628611 131924 None code03 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge Cum 2185.83 2185.83 27.43 False None None False None False 59957.3169 0 3628612 131924 None code04 Removing and Refixing stone slabs of drains and pointing in C.M(1:3) as per direction of Engineer-in-charge. Sqm 142.78 142.78 75.6 False None None False None False 10794.168 0 3628613 131924 None code05 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work as per direction of Engineer in-charge Cum 765.87 765.87 480.0 False None None False None False 367617.6 0 3628614 131924 None code06 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 as per direction of Engineer-in-charge. Cum 615.25 615.25 982.5 False None None False None False 604483.125 0 3628615 131924 None code07 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, ncluding setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m as per direction of Engineer-in-charge. Cum 610.11 610.11 334.35 False None None False None False 203990.2785 0 3628616 131924 None code08 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates as per direction of Engineer-in-charge. Cum 7773.72 7773.72 64.4 False None None False None False 500627.568 0 3628617 131924 None code09 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(Pg.no.9, It no.-5.4 vol-2 SR 2023-2024) as per direction of Engineer-in-charge. Cum 8292.92 8292.92 58.49 False None None False None False 485052.8908 0 3628618 131924 None code10 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required tMix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates as per direction of Engineer-in-charge. Cum 8069.67 8069.67 10.38 False None None False None False 83763.1746 0 3628619 131924 None code11 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Item No.2.4.2,Page No.16, Vol I CSR 23-24 as per direction of Engineer-in-charge. Cum 11079.79 11079.79 19.44 False None None False None False 215391.1176 0 3628620 131924 None code12 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Item No.2.11h ,Page No.18, Vol-1 SR 23-24 as per direction of Engineer-in-charge. Tonne 102556.28 102556.28 2.14 False None None False None False 219470.4392 0 3628621 131924 None code13 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.Item No.8.19.1,Page No.44, Vol II SR 21-22(Pg.no.44, It no.-8.19.1 vol-2 SR 2023-2024) as per direction of Engineer-in-charge. Sqm 330.99 330.99 76.8 False None None False None False 25420.032 0 3628622 131924 None code14 Granular Sub-Base Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (Pg.no.23, It no.-4.1(v) vol-3 SR 2023-2024) as per direction of Engineer-in-charge. Cum 3228.13 3228.13 53.7 False None None False None False 173350.581 0 3628623 131924 None code15 Providing and fixing pre cast solid cement concrete kerb stones made out of M20 with top and bottom width 114 and 165mm respectively,400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting including formwork,curing including cost of materials,labour charges of machinery,loading and unloading,lead and lift,transportation etc., complete as directed by the Engineer in charge of the work as per direction of Engineer-in-charge. No 598.26 598.26 662.0 False None None False None False 396048.12 0 3628624 131924 None code16 Painting Two Coats on New Concrete Surfaces,Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per direction of Engineer-in-charge. Sqm 141.48 141.48 134.1 False None None False None False 18972.468 0 3628625 131924 None code17 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge as per direction of Engineer-in-charge. Sqm 1038.4 1038.4 268.0 False None None False None False 278291.2 0 3628626 131924 None code18 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 733.37 733.37 3266.4 False None None False None False 2395479.768 0 3628627 131924 None code19 Providing Tensile Roofing upto 10m Height truss type with verticle and horizontal member in double column which include fabrication and erection of M S Structures & Providing Supply ofPVDF Coated Polyester Mehatop FR900 Type-2 or Serge Ferrari 902s2 Fabric as per direction of Engineer-in-charge. Sqm 15450.92 15450.92 582.4 False None None False None False 8998615.808 0 3628628 131924 None code20 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Sqm 1159.11 1159.11 1089.6 False None None False None False 1262966.256 0 3628629 131924 None code21 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.. Kgs 176.53 176.53 14062.18 False None None False None False 2482396.6354 0 3628630 131924 None code22 Fabricating ,Providing and erecting in position of MS Hot dip Galvanized Sq hallow poles of 132x132 heavy gauge of length 3000mm with MS. Hot dip Galvanized grill works as per approved design and drawing of chief architect. Using 12x75mm galvanized flat for alround frame and 20mmx20mm galvanized forged design with square for vertical at 150mm C/C as shown in the drawing including providing forged ornamental arrowed at top and bottom. The work is inclusive of throughing flat, square rods, placing welding all the joints, including grinding, finishing 2 coats of anticorosive paint over one coat of metal primer. The rate is inclusive of all materials like MS. Hollow galvanized pipe, flats, forged square rods, cost of labour for all items of work cost painting, welding, cutting, grinding with all lead and lift as per specification including loading and unloading with cost and conveyance of all materials, labours, machinery and incidental charges for the sucessful completion of the work as per the direction Engineer-in-charge of the workCompound Grill Sqm 18443.4 18443.4 60.0 False None None False None False 1106604.0 0 3628631 131924 None code23 Compound Gate as per direction of Engineer-in-charge. Sqm 25193.0 25193.0 8.1 False None None False None False 204063.3 0 3628632 131924 None code24 Providing B S slabs of selected quality roughly dressed havinf a size of 10 cm thick and fixed in cement mortar (1:6)including fixing curing ete., complete with all lead and lift as per the direction of Engineer In-charge. Sqm 987.66 987.66 32.4 False None None False None False 32000.184 0 3628633 131924 None code25 Granite Pergola as per direction of Engineer-in-charge. No 112100.0 112100.0 2.0 False None None False None False 224200.0 0 3628634 131924 None code26 Supply and Fixing of Arm and Pedal Bike as per direction of Engineer-in-charge. No 338512.5 338512.5 1.0 False None None False None False 338512.5 0 3628635 131924 None code27 Supply and Fixing of Bicycle as per direction of Engineer-in-charge. No 248906.84 248906.84 1.0 False None None False None False 248906.84 0 3628636 131924 None code28 Supply and Fixing of Seated Chest Press as per direction of Engineer-in-charge. No 457987.5 457987.5 1.0 False None None False None False 457987.5 0 3628637 131924 None code29 Supply and Fixing of Self Weighted Rower as per direction of Engineer-in-charge. No 328556.84 328556.84 1.0 False None None False None False 328556.84 0 3628638 131924 None code30 Supply and Fixing of Health Walker as per direction of Engineer-in-charge. No 278775.0 278775.0 1.0 False None None False None False 278775.0 0 3628639 131924 None code31 Supply and Fixing of Double Health Walker as per direction of Engineer-in-charge. No 471528.0 471528.0 1.0 False None None False None False 471528.0 0 3628640 131924 None code32 Supply and Fixing of Mini Ski as per direction of Engineer-in-charge. No 317166.3 317166.3 1.0 False None None False None False 317166.3 0 3628641 131924 None code33 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in PathWay & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) as per direction of Engineer-in-charge. Sqm 1647.16 1647.16 50.0 False None None False None False 82358.0 0 3628642 131924 None code34 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr LumenMaintenance of 70, CCT 5500K, IP 66 optical and electrical compartment impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload,short circuit/ miss wiring protection. Compatible for pole mauling with outerdia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598,LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top accessstreet light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ....... W System Power consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved /Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.. LED Floodlight 240W as per direction of Engineer-in-charge. No 28644.26 28644.26 10.0 False None None False None False 286442.6 0 3628643 131924 None code35 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (PWD SR 2023-24 Vol-I, P.No 10, I.No 1.19.2)Depth exceeding 1.5 m, but not exceeding 3 m as per direction of Engineer-in-charge. Cum 722.99 722.99 118.58 False None None False None False 85732.1542 0 3628644 131924 None code36 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates as per direction of Engineer-in-charge. Cum 7351.87 7351.87 9.0 False None None False None False 66166.83 0 3628645 131924 None code37 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing as per direction of Engineer-in-charge. Mtr 1418.71 1418.71 100.0 False None None False None False 141871.0 0 3628646 131924 None code38 Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M Depth SFRC cover & frame as per direction of Engineer-in-charge. No 49818.54 49818.54 5.0 False None None False None False 249092.7 0 3628647 131924 None code39 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Wet Mix Macadam (Plant mix method) as per direction of Engineer-in-charge. Cum 3321.58 3321.58 50.63 False None None False None False 168171.5954 0 3628648 131924 None code40 Providing and fixing brass stop cock of approved quality :15mm Nominal Bore as per direction of Engineer-in-charge. No 388.1 388.1 5.0 False None None False None False 1940.5 0 3628649 131924 None code41 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications with all lead and lift and directions of the Engineer-In-charge of the work . Ground Floor Kgs 146.67 146.67 4648.32 False None None False None False 681769.0944 0 3628650 131924 None code42 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications andwith all lead and lift and directions of the Engineer-In-charge of the work . First Floor Kgs 148.14 148.14 6321.46 False None None False None False 936461.0844 0 3628651 131924 None code43 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications andwith all lead and lift and directions of the Engineer-In-charge of the work . Second floor Kgs 149.61 149.61 28669.82 False None None False None False 4289291.7702 0 3628652 131924 None code44 Providing and fixing 50mmx75mm wide Matti Wood Sleepers laid in position over 55 x 70 x 10mm thick Pads of high density Rupper should be fixed to runners on both sides of the sleepers as per the guide lines and the instructions laid at 600 centre to centre as per drawing and specification.The wood should be pressure tested, kill, dried to ensure proper seasoning of wood. Sleepers should be treated with a coat of approved quality Anti-termite teak wood floor boards of size 2 1/4" to 3 1/4" wide 3/4" thick finish in random lengths and should be one width of material to be used for single length. Termite free wooden planks / floor board fixed on to the sleepers with machine screws on groove should be leveled to get uniform level. Prepare the base with 2 coats of natural polish (mat finish) and one coat of polyurethene on both surface. The floor boards will be screwed / nailed to the runners through the tongue only except at the four edges where they will be screwed from the top. After laying the flooring, the floor boards will be level sanded to uniform surface and a thin coat of sealer polish on the surface.The flooring should confirm to International standards.Second Floor Badminton Court as per direction of Engineer-in-charge. Sqm 14160.0 14160.0 197.54 False None None False None False 2797166.4 0 3628653 131924 None code45 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process as per direction of Engineer-in-charge. Sqm 1601.99 1601.99 554.96 False None None False None False 889040.3704 0 3628654 131924 None code46 Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete.with all lead and lift and directions of the Engineer-In-charge of the work .For Straight Portion .Second floor Sqm 5281.28 5281.28 267.95 False None None False None False 1415118.976 0 3628655 131924 None code47 Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete.with all lead and lift and directions of the Engineer-In-charge of the work Basement & Ground Floor Stair case Sqm 4359.98 4359.98 50.4 False None None False None False 219742.992 0 3628656 131924 None code48 Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete.with all lead and lift and directions of the Engineer-In-charge of the work . First Floor Stair case Sqm 4403.58 4403.58 27.0 False None None False None False 118896.66 0 3628657 131924 None code49 Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete.with all lead and lift and directions of the Engineer-In-charge of the work. Second Floor Stair case Sqm 4447.18 4447.18 27.0 False None None False None False 120073.86 0 3628658 131924 None code50 Providing, laying & fixing cement base, precast, pre polished cement concrete, designer tiles 25mm thick conforming to IS 1237 heavy duty tiles for flooring, treads of steps and landing, laid on a bed of 12mm thick cement mortar 1:3 mis finished with flush pointing using white cement, including cost of materials, mortar, including cutting, griding the edge to half/full round wherever required, labour, curing complete as per specification .with all lead and lift and directions of the Engineer-In-charge of the work Sqm 1209.74 1209.74 54.4 False None None False None False 65809.856 0 3628659 131924 None code51 Providing,fabricating and fixing Profiled Poly Urethane insulated Roof(PUF Sheet) having modular density 40kg/m2 and size 1.06m width and 7.60m length sheets roof having external sheet of 0.5mm steel, bottom sheet of 0.40mm steel with powder coated finish. The precoated sheet shall be of minimum 240MPa steel conforming to IS 14246 : 1995 and shal have zinc coating with minimum 120gsm as per IS 277:1992,.The roofing system shall have suitable water proof over lapping arrangments and GRIHA ceritifed.The fasting shall be of self tapping screws of required length with PVC head along with washer pre-painted aluminium cap unit with build in seal arrangments. The entire roof shall be firmly fastened to the existng frame including all lead and lifts, loading & unloading ,usage charges of machinery and equipments, transportation charges,labour charges and all other incidental charges etc.,complete as per standard technical detailed specifications and as directed by the Engineer in charge of the work.50mm thickness.with all lead and lift and directions of the Engineer-In-charge of the work . Terrace Floor Sqm 3435.68 3435.68 380.75 False None None False None False 1308135.16 0 3628660 131924 None code52 Design, supplying, erecting testing and commissioning of - Passenger/ Bed-cum-passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply,powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring,LED car illumination, emergency light,intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons,call register indicator, fireman drive, SS handrails inside car, full length infrared curtain in car door, automatic rescue device with batteries,voice announcing in regional/ international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc.,The total product and services shall adhere to IS 14665/2016 ( with latest amendments) part/section 1 to 5 with regards to general guidelines of fire safety rated doors, MRLL beams, pressure switch, manual change over for doors during emergency, ARD of 10 times with sufficient battery back up and standard dimensions of chair car and door openings for all sizes and capacities of lifts including fitness certificate and duly observing all other safety norms prescribed and adhere to CPWD specifications, PCB Norms, National Electricity Code (NEC), NBC-2016, IEC and Karnataka State Lifts, Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka.with all lead and lift and directions of the Engineer-In-charge of the work B.With Machine Room-SS Finish (Capacity-10 Passengers,4 stops). No 1887579.42 1887579.42 1.0 False None None False None False 1887579.42 0 3628661 131924 None code53 Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means .with all lead and lift and directions of the Engineer-In-charge of the work Sqm 64.9 64.9 120.0 False None None False None False 7788.0 0 3628662 131924 None code54 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift up-to 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m .with all lead and lift and directions of the Engineer-In-charge of the work Cum 577.61 577.61 247.5 False None None False None False 142958.475 0 3628663 131924 None code55 Sand Filling complete as per Drawing and Technical Specifications.with all lead and lift and directions of the Engineer-In-charge of the work Cum 3350.14 3350.14 101.25 False None None False None False 339201.675 0 3628664 131924 None code56 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amendments using ordinary Portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 300 mm dia.with all lead and lift and directions of the Engineer-In-charge of the work Mtr 1728.94 1728.94 150.0 False None None False None False 259341.0 0 3628665 131924 None code57 Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe500) with 3mm thick plastic encapsulation (IS10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dex0002watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry.with all lead and lift and directions of the Engineer-In-charge of the work Circular Machinehole 1.2 m internal dia. & 2.0 M depth includ. SFRC F&C Each 78897.63 78897.63 1.0 False None None False None False 78897.63 0 3628666 131924 None code58 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe500) with 3mm thick plastic encapsulation (IS10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dex0002watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry.with all lead and lift and directions of the Engineer-In-charge of the work Circular Machinehole 1.2 m internal dia. & 3.0 M depth includ. SFRC F&C Each 115932.17 115932.17 1.0 False None None False None False 115932.17 0 3628667 131924 None code59 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.with all lead and lift and directions of the Engineer-In-charge of the work Sqm 53.22 53.22 112.5 False None None False None False 5987.25 0 3628668 131924 None code60 Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.with all lead and lift and directions of the Engineer-In-charge of the work Cum 9576.64 9576.64 5.63 False None None False None False 53916.4832 0 3628669 131924 None code61 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom .with all lead and lift and directions of the Engineer-In-charge of the work Sqm 15.58 15.58 112.5 False None None False None False 1752.75 0 3628670 131924 None code62 Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects .with all lead and lift and directions of the Engineer-In-charge of the work Cum 14165.07 14165.07 4.5 False None None False None False 63742.815 0 3628671 131924 None code63 Cost of Haulage Excluding Loading and Unloading Taking output 25t load and lead 10km=100 t.km with all lead and lift and directions of the Engineer-In-charge of the work Cum 113.28 113.28 247.5 False None None False None False 28036.8 0 3628672 131924 None code64 Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap.with all lead and lift and directions of the Engineer-In-charge of the work Each 5367.23 5367.23 35.0 False None None False None False 187853.05 0 3628673 131924 None code65 Supplying of .....feet PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W.with all lead and lift and directions of the Engineer-In-charge of the work Each 650.18 650.18 25.0 False None None False None False 16254.5 0 3628674 131924 None code66 Supplying of .....feet PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input 220240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 W. with all lead and lift and directions of the Engineer-In-charge of the work Each 814.2 814.2 25.0 False None None False None False 20355.0 0 3628675 131924 None code67 Supply of round/square recess/surface mounted rolling type LED Down light with ...... W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input 220 240V @50/60Hz Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15 18W.with all lead and lift and directions of the Engineer-In-charge of the work Each 1562.32 1562.32 30.0 False None None False None False 46869.6 0 3628676 131924 None code68 Supplying & fixing of retrofit type LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by ABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.with all lead and lift and directions of the EngineerIncharge of the work 9W, 6500K. Each 181.72 181.72 20.0 False None None False None False 3634.4 0 3628677 131924 None code69 Supplying of recess mounting non integral type ........ LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. with all lead and lift and directions of the Engineer-In-charge of the work Each 5372.54 5372.54 50.0 False None None False None False 268627.0 0 3628678 131924 None code70 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. On wall/ ceiling / Rafter / Girders. with all lead and lift and directions of the Engineer-In-charge of the work Each 143.96 143.96 80.0 False None None False None False 11516.8 0 3628679 131924 None code71 Supplying and fixing of LED Bulkhead of 10W with IP65 protection and IK 08 impact resistance suitable for surface and wall mounting applications.with all lead and lift and directions of the Engineer-In-charge of the work Each 993.56 993.56 4.0 False None None False None False 3974.24 0 3628680 131924 None code72 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE star rated and IS:374/79 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power input 48 W +/- 10 %, Rated current As per IS:374/79, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 4.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/1979 with latest amendment, 2 year manufacturerWarrantywith all lead and lift and directions of the Engineer-In-charge of the work 48" Sweep BEE Star Rated (1200 mm). Each 3158.86 3158.86 18.0 False None None False None False 56859.48 0 3628681 131924 None code73 Supplying wall mounting fan suitable to operate at single phase 230v AC. with all lead and lift and directions of the Engineer-In-charge of the work supply. 300 mm Sweep. Each 2940.56 2940.56 27.0 False None None False None False 79395.12 0 3628682 131924 None code74 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. with all lead and lift and directions of the Engineer-In-charge of the work 12" Sweep (300 mm). Each 3503.42 3503.42 12.0 False None None False None False 42041.04 0 3628683 131924 None code75 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame.with all lead and lift and directions of the Engineer-In-charge of the work Each 834.26 834.26 10.0 False None None False None False 8342.6 0 3628684 131924 None code76 Supplying of Chairs to rest Rooms.with all lead and lift and directions of the Engineer-In-charge of the work No 1168.2 1168.2 525.0 False None None False None False 613305.0 0 3628685 131924 None code77 Supplying of Plastic Chairs.with all lead and lift and directions of the Engineer-In-charge of the work No 1003.0 1003.0 275.0 False None None False None False 275825.0 0 3628686 131924 None code78 Supplying of Plastic Dust Bin (Big Size).with all lead and lift and directions of the Engineer-In-charge of the work No 1191.8 1191.8 15.0 False None None False None False 17877.0 0 3628687 131924 None code79 Supplying Of Stain less Steel Tables ( 5 Seater).with all lead and lift and directions of the Engineer-In-charge of the work No 11977.0 11977.0 36.0 False None None False None False 431172.0 0 3628688 131924 None code80 Supplying Of Stain Less Water Glasses to Dinning Hall.with all lead and lift and directions of the Engineer-In-charge of the work No 135.7 135.7 500.0 False None None False None False 67850.0 0 3628689 131924 None code81 Supplying And Installing Modular Kitchen With Chimeny With Accessories.with all lead and lift and directions of the Engineer-In-charge of the work No 473180.0 473180.0 1.0 False None None False None False 473180.0 0 3628690 131924 None code82 Supplying and Installing H.P Gas Connection With table Top Dosa plate ( 2 Burner ) Accessories as per direction of Engineer-in-charge. No 29795.0 29795.0 2.0 False None None False None False 59590.0 0 3628691 131924 None code83 Supplying and Installing H.P Gas Connection With Stove ( 3 Burner ) Accessories as per direction of Engineer-in-charge. No 47377.0 47377.0 2.0 False None None False None False 94754.0 0 3628692 131924 None code84 Supplying and Installing Electrical Mixer Grinder with accessories.with all lead and lift and directions of the Engineer-In-charge of the work No 29747.8 29747.8 2.0 False None None False None False 59495.6 0 3628693 131924 None code85 Supplying and Installing Stain less Steel Drinking Water Cooler Container With 3 tops and R.O Purified Water unit - 200ltes Capacity.with all lead and lift and directions of the Engineer-In-charge of the work No 35577.0 35577.0 2.0 False None None False None False 71154.0 0 3628694 131924 None code86 Supplying ofSteel Container, Steel Plates,Steel Buckets, Spoons Elc., Complete.with all lead and lift and directions of the Engineer-In-charge of the work Set 177177.0 177177.0 4.0 False None None False None False 708708.0 0 3628695 131924 None code87 Supplying of Double caught with Kurlon bed to rest room.with all lead and lift and directions of the Engineer-In-charge of the work No 35577.0 35577.0 5.0 False None None False None False 177885.0 0 3628696 131924 None code88 Supplying of Tipai Table to rest rooms.with all lead and lift and directions of the Engineer-In-charge of the work No 11947.5 11947.5 5.0 False None None False None False 59737.5 0 3628697 131924 None code89 Supplying of Dressing Table with mirror to rest Room.with all lead and lift and directions of the Engineer-In-charge of the work No 14337.0 14337.0 5.0 False None None False None False 71685.0 0 3628698 131924 None code90 Providing & fixing of 3track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame havinga overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 30mm x 48.5mm. Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2119mm as per direction of Engineer-in-charge. No 8828.14 8828.14 16.8 False None None False None False 148312.752 0 3628699 131924 None code91 Providing and fixing M.S.grill work for windows and ventilators using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM complete as per specifications as per direction of Engineer-in-charge. No 220.24 220.24 352.8 False None None False None False 77700.672 0 3628700 131924 None code92 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm as per direction of Engineer-in-charge. No 2443.67 2443.67 31.92 False None None False None False 78001.9464 0 3628701 131924 None code93 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications as per direction of Engineer-in-charge. No 1899.61 1899.61 7.98 False None None False None False 15158.8878 0 3628702 131924 None code94 Providing,fabricating and fixing Profiled Poly Urethane insulated Roof(PUF Sheet) having modular density 40kg/m2 and size 1.06m width and 7.60m length sheets roof having external sheet of 0.5mm steel, bottom sheet of 0.40mm steel with powder coated finish. The precoated sheet shall be of minimum 240MPa steel conforming to IS 14246 : 1995 and shal have zinc coating with minimum 120gsm as per IS 277:1992,.The roofing system shall have suitable water proof over lapping arrangments and GRIHA ceritifed.The fasting shall be of self tapping screws of required length with PVC head along with washer pre-painted aluminium cap unit with build in seal arrangments. The entire roof shall be firmly fastened to the existng frame including all leadand lifts, loading & unloading ,usage charges of machinery and equipments, transportation charges,labour charges and all other incidental charges etc.,complete as per standard technical detailed specifications and as directed by the Engineer in charge of the work.50mm thickness as per direction of Engineer-in-charge. No 3401.99 3401.99 53.4 False None None False None False 181666.266 0 3628703 131924 None code95 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured as per direction of Engineer-in-charge. No 10424.91 10424.91 16.5 False None None False None False 172011.015 0 3628704 131924 None code96 Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete.For Straight Portion No 5229.5 5229.5 8.1 False None None False None False 42358.95 0 3628705 131924 None code97 Providing and fixing of Door locking arrangements as per direction of Engineer-in-charge. Set 410.64 410.64 6.0 False None None False None False 2463.84 0 3628706 131924 None code98 Providing and fixing of Handles powder coated 150mm as per direction of Engineer-in-charge. No 70.8 70.8 18.0 False None None False None False 1274.4 0 3628707 131924 None code99 Providing and fixing of Hinges 5" heavy duty as per direction of Engineer-in-charge. No 44.84 44.84 18.0 False None None False None False 807.12 0 3628708 131924 None code100 Providing and fixing of Hold fasts MS as per direction of Engineer-in-charge. No 59.0 59.0 24.0 False None None False None False 1416.0 0 3628709 131924 None code101 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 250x10mm as per direction of Engineer-in-charge. No 236.0 236.0 13.0 False None None False None False 3068.0 0 3628710 131924 None code102 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 & all other appurtenaces required to complete the work. In all kinds of soils Depth upto 3m as per direction of Engineer-in-charge. Cum 132.4 132.4 171.48 False None None False None False 22703.952 0 3628711 131924 None code103 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approvedsand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications as per direction of Engineer-in-charge. Cum 3481.24 3481.24 14.33 False None None False None False 49886.1692 0 3628712 131924 None code104 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 1.5m as per direction of Engineer-in-charge. Cum 345.27 345.27 168.47 False None None False None False 58167.6369 0 3628713 131924 None code105 Providing and laying in position 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per direction of Engineer-in-charge. Cum 8882.06 8882.06 16.2 False None None False None False 143889.372 0 3628714 131924 None code106 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per direction of Engineer-in-charge. Cum 12336.19 12336.19 5.83 False None None False None False 71919.9877 0 3628715 131924 None code107 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) as per direction of Engineer-in-charge. Cum 8605.74 8605.74 5.34 False None None False None False 45954.6516 0 3628716 131924 None code108 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(G.F) as per direction of Engineer-in-charge. Cum 15099.76 15099.76 2.8 False None None False None False 42279.328 0 3628717 131924 None code109 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(F.F) as per direction of Engineer-in-charge. Cum 15250.76 15250.76 1.43 False None None False None False 21808.5868 0 3628718 131924 None code110 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per direction of Engineer-in-charge. Cum 13323.32 13323.32 6.12 False None None False None False 81538.7184 0 3628719 131924 None code111 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(G.F) as per direction of Engineer-in-charge. Cum 14211.54 14211.54 4.42 False None None False None False 62815.0068 0 3628720 131924 None code112 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(F.F) as per direction of Engineer-in-charge. Cum 14353.66 14353.66 4.37 False None None False None False 62725.4942 0 3628721 131924 None code113 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per direction of Engineer-in-charge. Cum 13323.32 13323.32 2.29 False None None False None False 30510.4028 0 3628722 131924 None code114 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings (G.F) as per direction of Engineer-in-charge. Tonne 116115.19 116115.19 4.57 False None None False None False 530646.4183 0 3628723 131924 None code115 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings(F.F) as per direction of Engineer-in-charge. Tonne 117276.34 117276.34 1.01 False None None False None False 118449.1034 0 3628724 131924 None code116 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(G.F) as per direction of Engineer-in-charge. Sqm 1700.38 1700.38 50.07 False None None False None False 85138.0266 0 3628725 131924 None code117 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(F.F) as per direction of Engineer-in-charge. Sqm 1717.38 1717.38 55.73 False None None False None False 95709.5874 0 3628726 131924 None code118 Providing and constructing non-load bearing wall with solid concrete blocks of size 400x100x200mm having a block density not less than 1800kg/m3 having a minimumm average compressive strength of 4.00 N/mm2 confirming to I.S : 2185(Part 1):2005 and constructed withCM 1:4 as per 2572:2005 including cost of all materials labour charges, scaffolding, curing, hire charges of machineries etc complete as per specifications as per direction of Engineer-in-charge Sqm 1432.99 1432.99 16.87 False None None False None False 24174.5413 0 3628727 131924 None code119 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(G.F) as per direction of Engineer-in-charge. Cum 12879.21 12879.21 0.54 False None None False None False 6954.7734 0 3628728 131924 None code120 Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (F.F) as per direction of Engineer-in-charge. Cum 13008.0 13008.0 0.48 False None None False None False 6243.84 0 3628729 131924 None code121 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing andremoving scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 404.98 404.98 35.61 False None None False None False 14421.3378 0 3628730 131924 None code122 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 453.0 453.0 131.26 False None None False None False 59460.78 0 3628731 131924 None code123 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(G.F) Sqm 556.84 556.84 87.39 False None None False None False 48662.2476 0 3628732 131924 None code124 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(F.F) Sqm 562.41 562.41 87.39 False None None False None False 49149.0099 0 3628733 131924 None code125 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. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge(G.F) Sqm 198.59 198.59 133.42 False None None False None False 26495.8778 0 3628734 131924 None code126 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. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge(F.F) Sqm 200.58 200.58 33.45 False None None False None False 6709.401 0 3628735 131924 None code127 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge.(G.F) Sqm 142.78 142.78 133.42 False None None False None False 19049.7076 0 3628736 131924 None code128 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge.(F.F) Sqm 144.21 144.21 33.45 False None None False None False 4823.8245 0 3628737 131924 None code129 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(G.F) Sqm 225.85 225.85 87.39 False None None False None False 19737.0315 0 3628738 131924 None code130 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(F.F) Sqm 228.11 228.11 87.39 False None None False None False 19934.5329 0 3628739 131924 None code131 Providing Sal 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, HOM complete as per specifications.(G.F) as per direction of Engineer-in-charge. Cum 128261.87 128261.87 0.27 False None None False None False 34630.7049 0 3628740 131924 None code132 Providing Sal 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, HOM complete as per specifications.(F.F) as per direction of Engineer-in-charge. Cum 129544.49 129544.49 0.15 False None None False None False 19431.6735 0 3628741 131924 None code133 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 30 mm thick both side Teak(G.F) as per direction of Engineer-in-charge. Cum 5247.81 5247.81 4.98 False None None False None False 26134.0938 0 3628742 131924 None code134 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 30 mm thick both side Teak(F.F) as per direction of Engineer-in-charge. Cum 5300.29 5300.29 2.88 False None None False None False 15264.8352 0 3628743 131924 None code135 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Mtr 412.76 412.76 11.4 False None None False None False 4705.464 0 3628744 131924 None code136 Providing & fixing of 3track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame havinga overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 30mm x 48.5mm. Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2119mm as per direction of Engineer-in-charge. Sqm 8740.73 8740.73 13.95 False None None False None False 121933.1835 0 3628745 131924 None code137 Providing and fixing M.S.grill work for windows and ventilators using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM complete as per specifications as per direction of Engineer-in-charge. Kgs 218.06 218.06 292.95 False None None False None False 63880.677 0 3628746 131924 None code138 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm as per direction of Engineer-in-charge. Sqm 2419.47 2419.47 29.14 False None None False None False 70503.3558 0 3628747 131924 None code139 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per direction of Engineer-in-charge. Sqm 1880.8 1880.8 7.28 False None None False None False 13692.224 0 3628748 131924 None code140 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete as per direction of Engineer-in-charge. Sqm 1435.59 1435.59 2.88 False None None False None False 4134.4992 0 3628749 131924 None code141 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete as per direction of Engineer-in-charge. Sqm 1435.59 1435.59 17.01 False None None False None False 24419.3859 0 3628750 131924 None code142 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 direction of Engineer-in-charge. Sqm 6915.74 6915.74 7.58 False None None False None False 52421.3092 0 3628751 131924 None code143 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. Sqm 425.74 425.74 16.5 False None None False None False 7024.71 0 3628752 131924 None code144 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per direction of Engineer-in-charge. Sqm 1060.47 1060.47 1.8 False None None False None False 1908.846 0 3628753 131924 None code145 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per direction of Engineer-in-charge. Sqm 5177.72 5177.72 12.0 False None None False None False 62132.64 0 3628754 131924 None code146 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid as per direction of Engineer-in-charge. No 6279.72 6279.72 1.0 False None None False None False 6279.72 0 3628755 131924 None code147 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps as per direction of Engineer-in-charge. No 4000.44 4000.44 1.0 False None None False None False 4000.44 0 3628756 131924 None code148 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete as per direction of Engineer-in-charge. No 1583.56 1583.56 1.0 False None None False None False 1583.56 0 3628757 131924 None code149 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g as per direction of Engineer-in-charge. No 643.81 643.81 1.0 False None None False None False 643.81 0 3628758 131924 None code150 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 g as per direction of Engineer-in-charge. No 215.47 215.47 3.0 False None None False None False 646.41 0 3628759 131924 None code151 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. No 1051.38 1051.38 5.0 False None None False None False 5256.9 0 3628760 131924 None code152 Providing and fixing PTMT, push cock of approved quality and colour.15 mm nominal bore, 98 mm long, weighing not less than 75 gms as per direction of Engineer-in-charge. No 166.14 166.14 5.0 False None None False None False 830.7 0 3628761 131924 None code153 Providing and fixing in position brass stop cock of approved quality of as per dia nominal bore including cost of all materials,labour and HOM of equipments with all leads complete as per direction of Engineer-in-charge. No 395.89 395.89 15.0 False None None False None False 5938.35 0 3628762 131924 None code154 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 g as per direction of Engineer-in-charge. No 129.8 129.8 1.0 False None None False None False 129.8 0 3628763 131924 None code155 Providing and fixing bright finished brass hard drawn hooks and eyes :300mm as per direction of Engineer-in-charge. No 109.03 109.03 5.0 False None None False None False 545.15 0 3628764 131924 None code156 Providing & fixing Chorinated Poly Venyl(CPVC) pipes confirming 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 and testing of joints complete.(External work and Burried). 25mm as per direction of Engineer-in-charge. Mtr 384.21 384.21 20.0 False None None False None False 7684.2 0 3628765 131924 None code157 Providing & fixing Chorinated Poly Venyl(CPVC) pipes confirming 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 and testing of joints complete.(External work and Burried). 32mm as per direction of Engineer-in-charge. Mtr 482.86 482.86 50.0 False None None False None False 24143.0 0 3628766 131924 None code158 Providing & fixing Chorinated Poly Venyl(CPVC) pipes confirming 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 and testing of joints complete.(External work and Burried). 40mm as per direction of Engineer-in-charge. Mtr 619.15 619.15 75.0 False None None False None False 46436.25 0 3628767 131924 None code159 Providing & fixing Chorinated Poly Venyl(CPVC) pipes confirming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.(Concealed work including cutting chasing and good the walls etc).15mm as per direction of Engineer-in-charge. Mtr 401.08 401.08 15.0 False None None False None False 6016.2 0 3628768 131924 None code160 Providing & fixing Chorinated Poly Venyl(CPVC) pipes confirming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.(Concealed work including cutting chasing and good the walls etc).20mm as per direction of Engineer-in-charge. Mtr 491.94 491.94 20.0 False None None False None False 9838.8 0 3628769 131924 None code161 Providing & fixing Chorinated Poly Venyl(CPVC) pipes confirming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete.(Concealed work including cutting chasing and good the walls etc).25mm as per direction of Engineer-in-charge. Mtr 619.15 619.15 30.0 False None None False None False 18574.5 0 3628770 131924 None code162 Providing and fixing water meter with stop cock, jam nut, socket in G.I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour , HOM of equipments and testing complete as per specifications as per direction of Engineer-in-charge. Mtr 1713.36 1713.36 1.0 False None None False None False 1713.36 0 3628771 131924 None code163 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete as per direction of Engineer-in-charge. No 430.94 430.94 5.0 False None None False None False 2154.7 0 3628772 131924 None code164 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :32mm as per direction of Engineer-in-charge. No 776.2 776.2 5.0 False None None False None False 3881.0 0 3628773 131924 None code165 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :40mm as per direction of Engineer-in-charge. No 911.2 911.2 6.0 False None None False None False 5467.2 0 3628774 131924 None code166 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : as per direction of Engineer-in-charge. No 1590.05 1590.05 5.0 False None None False None False 7950.25 0 3628775 131924 None code167 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for::a.PVC pipes 75mm dia., 6 kg/sqcm & class 3 b.PVC pipes 110mm dia., 6 kg/sqcm & class 3 as per direction of Engineer-in-charge. Mtr 285.56 285.56 20.0 False None None False None False 5711.2 0 3628776 131924 None code168 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for::a.PVC pipes 75mm dia., 6 kg/sqcm & class 3 b.PVC pipes 110mm dia., 6 kg/sqcm & class 3 as per direction of Engineer-in-charge. Mtr 533.48 533.48 30.0 False None None False None False 16004.4 0 3628777 131924 None code169 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 100 mm outlet* Sand Cast Iron S&S as per IS:3989 as per direction of Engineer-in-charge. No 1806.82 1806.82 5.0 False None None False None False 9034.1 0 3628778 131924 None code170 Providing and fixing PTMT grating of approved quality and colour as per direction of Engineer-in-charge. No 57.11 57.11 5.0 False None None False None False 285.55 0 3628779 131924 None code171 Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in- charge. No 101.24 101.24 5.0 False None None False None False 506.2 0 3628780 131924 None code172 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame as per direction of Engineer-in-charge. No 37703.01 37703.01 2.0 False None None False None False 75406.02 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721987403000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721987403000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721987403000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1721987403000 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 1721987403000 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 1721987422000 0 None None ELIGIBILITY The Bidders who Participated earlier in the tender & Awarded the Contract pertains to Executive Engineer Shivaji Nagar Division and Failed to Execute the said work those Bidders will not be Considered For this Tender None 1721987432000 0 None None ELIGIBILITY All terms and conditions are applicable as per Tender Notification and KW 04 Documents None 1721987441000 0 None None ELIGIBILITY Bidder should attach all the scanned copies of certificates pertaining to their eligibility criteria, qualification information documents, failing which the bid will not be considered. No physical documents shall be considered.(also all scanned copies should be clearly visible and attested None 1721987451000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer in its name should have in the last five years i.e. 2019-20 to 2023-24 achieved a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 1000.00 lakhs in at least two financial year. The Tenderer should submit VAT/GST certificates to confirm the annual turnover. The certificate and turnover abstract should be duly certified by the Chartered account. Updated to the FY in which the tenders are invited. Financial turnover of previous years shall be give a weight of 10% per year to bring them to the price level of the FY in which the tenders are invited None 1721987460000 0 None None ELIGIBILITY The participating tenderer should submit work done certificate for the following nature of work executed in any one financial year in the last five years None 1721987469000 0 None None ELIGIBILITY Availability by owning critical equipment and at least 50% of the required/specified key equipment for this work and the remaining 50% can be deployed on lease/hire basis for all works provided the relevant documents (commitment agreements etc None 1721987479000 0 None None ELIGIBILITY Liquid assets and /or availability of credit facilities of no less than Rs. 150.00 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. (usually the equivalent of the estimated cash flow for three months in the peak construction period) None 1721987499000 0 None None ELIGIBILITY 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 None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None The participating tenderer should submit work done certificate for the foloowing nature of work executed in any one financial year in the last five years. 1. Earth Work excavation Cum 1796.88, 2. TMT Steel MT 2.14, 3. Sheet / Tensile roofing Sqm 963.00, 4. SSM Cum 58.49, 5. Structural steel / Tubblar Kgs 53701.00, 6. Concrete Cum 64.66, 7. Flooring Sqm 158.00, 8. Kerb Stone Nos 600.00, 9 CPVC mtr 200.00 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevent documents None None None None Mandating satisfactorily completed as a prime contractor, in similar nature of single work value not less than Rs. 250.00 Lakhs of the tender value. Similar nature of work means the contractor should have completed the work related to Improvements of Roads and Drains in any of the Urban Areas of the Country only. The intending bidder should submit completion certificate / work done certificate along with the contract certificate copies related to the work certified by the Engineer not less than the rank of Executive Engineer Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded. 1. Tippers / Tractors 2 nos own/lease 2. Water tankers 2 nos own/lease Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevent documents None None None None List of works for which tenders already submitted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevent documents None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years (i.e. 2019-20 to 2023-24) (a) achieved a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.1000.00 lakhs in at least two financial years. The tenderer should submit VAT/GST certificates to confirm the Annual turnover. The certificate and turnover abstract should be duly certified by the Chartered Accountant. (Updated to the FY in which the tenders are invited. Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the FY in which the tenders are invited.) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 150.00 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. (usually the equivalent of the estimated cash flow for three months in the peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Banker details for reference Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Tenderer or his identified sub contractor should posses valid license Others others createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None GST registeration Others GST registeration createdTs version createdDate modifiedDate documentName None None None None Others -- Relevent documents None None None None PAN Card Others PAN card createdTs version createdDate modifiedDate documentName None None None None Others -- Relevent documents None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Others Relevent document createdTs version createdDate modifiedDate documentName None None None None Others -- Relevent documents None None None None Qualification and experience of the key technical and manangement personnel in permanent employment with the tenderer and those that the prposed to be deployed on this contract, if awarded Others Relevent document createdTs version createdDate modifiedDate documentName None None None None Others -- Relevent documents
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Company Registration Certificate False Technical Bid Reserved Category Certificate False Technical Bid Small Scale Industries Certificate False Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Bengaluru Urban Bengaluru East Bangalore North SHIVAJINAGAR Bharathi Nagar Sampangirama nagar None None None None None None
tenderAddress	createdTs 1721988212000 version 0 createdDate None modifiedDate None blockNumber Office of the executive engineer shivaji nagar division queens road bangalore street None city Bangalore state Karnataka pin 560052
tenderRecallDTO	None