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noticeInvitingTenderDTO	createdTs 1707132433778 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 715000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-02-2024 16:01:00 tenderQueryClose 12-02-2024 12:30:00 technicalBidOpen 21-02-2024 16:15:00 publishedDate 05-02-2024 17:53:06 publishedByPost EWHFWD_CE_CEOFF_BNG publishedByUser KPE16838 - BALEKATTE KUMARASWAMY PAVITHRA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 13-02-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Gnanesh kumar V.P splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08029557023 mobileNumber 9449843360 tenderSupplierList None
tenderSchedule	createdTs 1707132433804 version 11 createdDate None modifiedDate None tenderNumber EWHFWD/2023-24/BD/WORK_INDENT336 title UPGRADATION OF INFRASTRUCTUREFACALITIES TO TLH AT HONALLI IN DAVANGERE DISTRICT (2)CONSTRUCTION OF PHC AT KULAMBI IN HONALI TALUK, DAVANGERER DISTRICT. (3)CONSTRUCTION OF PHC AT KATHIGE IN HONALI TALUK, DAVANGERER DISTRICT. (PACKAGE6/2023-24) description UPGRADATION OF INFRASTRUCTUREFACALITIES TO TLH AT HONALLI IN DAVANGERE DISTRICT (2)CONSTRUCTION OF PHC AT KULAMBI IN HONALI TALUK, DAVANGERER DISTRICT. (3)CONSTRUCTION OF PHC AT KATHIGE IN HONALI TALUK, DAVANGERER DISTRICT. (PACKAGE6/2023-24) category WORKS categoryText Works ecv 74500000.00 deptName Engineering Wing of Health and Family Welfare Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 3521 locationName EWHFWD Chief Engineer Office Bengaluru provisionalAmount 74500000.0 groupOverheadTotal 3032508.54 fileNumber AE1SDPSMGPKG6
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KULAMBI IN HONALI TALUK, DAVANGERER DISTRICT. (GROUND FLOOR) 24942745.64 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445377 73693 None Item Code 2.5(ii)A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle A.In area of light jungle. (PWD SR 2023-24, Vol-3, Page No-9, Item No- 2.5(ii)A) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work 100 Sqm 463.73 463.73 81.4205 False None None False None False 37757.128465 0 2445378 73693 None Item Code1.13 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In Ordinary/Soft rock upto 300 mm depth. (PWD SR 2023-24, Vol-1, Page No-8, Item No- 1.13) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 427.15 427.15 360.0 False None None False None False 153774.0 0 2445379 73693 None Item Code1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In ordinary/soft rock without blasting upto 1.5 m depth. (PWD SR 2023-24, Vol-1, Page No-8, Item No- 1.15.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 428.34 428.34 517.57 False None None False None False 221695.9338 0 2445380 73693 None Item Code1.15.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 501.5 501.5 221.013 False None None False None False 110838.0195 0 2445381 73693 None Item Code2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24, Vol-1, Page No-15, Item No- 2.1.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7067.02 7067.02 201.52 False None None False None False 1424145.8704 0 2445382 73693 None Item Code4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. (PWD SR 2023-24, Vol-2, Page No-5, Item No- 4.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 139.23 139.23 558.64 False None None False None False 77779.4472 0 2445383 73693 None Item Code2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.2.3) Footing concrete ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7700.77 7700.77 172.39 False None None False None False 1327535.7403 0 2445384 73693 None Item Code2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.2.3) Pedestal concrete ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 8224.12 8224.12 17.05 False None None False None False 140221.246 0 2445385 73693 None Item Code 2.4.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.4.3)Col above pedestal to roof level ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 12710.01 12710.01 48.76 False None None False None False 619740.0876 0 2445386 73693 None Item Code 2.4.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.4.3)Curtain wall and roof slab ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 11214.72 11214.72 253.99 False None None False None False 2848426.7328 0 2445387 73693 None Item Code 2.4.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.4.3) lintel and roof beam ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 11962.36 11962.36 78.9 False None None False None False 943830.204 0 2445388 73693 None Item Code 2.4.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.4.3) Stair case ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 10840.9 10840.9 3.58 False None None False None False 38810.422 0 2445389 73693 None Item Code 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations & other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m & lift upto 1.5 m. (PWD SR-2023-24, Vol-2, Page No-34, Item no-1.9) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 313.88 313.88 430.37 False None None False None False 135084.5356 0 2445390 73693 None Item Code 1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc.in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR-2023-24, Vol-2, Page No-35, Item no-1.11) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 510.94 510.94 735.0 False None None False None False 375540.9 0 2445391 73693 None Item Code 11.32 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 & technical specification. Buildings. (PWD SR-2023-24, Vol-1, Page No-18, Item no-2.11.a) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Tonne 105559.26 105559.26 39.42 False None None False None False 4161146.0292 0 2445392 73693 None Item Code 2.4.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR-2023-24, Vol-1, Page No-16, Item no-2.4.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 9068.06 9068.06 53.96 False None None False None False 489312.5176 0 2445393 73693 None Item Code 6.32 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. (PWD SR-2023-24, Vol-2, Page No-17, Item no-6.32) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1545.8 1545.8 1123.49 False None None False None False 1736690.842 0 2445394 73693 None Item Code 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (PWD SR-2023-24, Vol-2, Page No-17, Item no-6.34) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1302.72 1302.72 219.72 False None None False None False 286233.6384 0 2445395 73693 None Item Code 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. (PWD SR-2023-24, Vol-2, Page No-99, Item no-12.13.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 116601.7 116601.7 3.16 False None None False None False 368461.372 0 2445396 73693 None Item Code12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD SR-2023-24, Vol-2, Page No-99, Item no-12.51) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 1198.87 1198.87 32.0 False None None False None False 38363.84 0 2445397 73693 None Item Code11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (PWD SR-2023-24, Vol-2, Page No-99, Item no-12.51) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kg 198.23 198.23 2424.87 False None None False None False 480681.9801 0 2445398 73693 None Item Code 11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR-2023-24, Vol-2, Page No-77, Item no-11.5.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 5284.04 5284.04 11.4 False None None False None False 60238.056 0 2445399 73693 None Item Code 12.57.5 Providing and fixing flush door shutter made out of solid core block board type, well seasoned, chemicaly treated hard wood battens & 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 using liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification. 35 mm thick one side teak and one side commercial (PWD SR-2023-24, Vol-2, Page No-77, Item no-12.57.5) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 4598.46 4598.46 70.79 False None None False None False 325524.9834 0 2445400 73693 None Item Code 12.93.3 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/ Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimumframe density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) &1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof & fire retardant and fixed in position with M.S hold fast/lugs/SS dash fastenersof required dia & length complete as per direction of Engineer-InCharge.(Fixtures shall be paid for separately) Size 62 x 150mm (PWD SR-2023-24, Vol-2, Page No-111, Item no-12.93.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 952.26 952.26 78.0 False None None False None False 74276.28 0 2445401 73693 None Item Code 12.99.1 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 & screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 & resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant & fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 35 mm thickness. (PWD SR-2023-24, Vol-2, Page No-112, Item no-12.94.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 4768.38 4768.38 20.475 False None None False None False 97632.5805 0 2445402 73693 None Item Code 12.74.1 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm (PWD SR-2023-24, Vol-2, Page No-107, Item no-12.74.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 120.36 120.36 164.0 False None None False None False 19739.04 0 2445403 73693 None Item Code 12.76.2 Providing & fixing bright finished brass tower bolts (barrel type) with necessary screws etc.complete 200x10 mm. (PWD SR-2023-24, Vol-2, Page No-107, Item no-12.76.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 413.0 413.0 164.0 False None None False None False 67732.0 0 2445404 73693 None Item Code 12.62 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete. (PWD SR-2023-24, Vol-2, Page No-107, Item no-12.62) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 279.65 279.65 82.0 False None None False None False 22931.3 0 2445405 73693 None Item Code 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (PWD SR-2023-24, Vol-2, Page No-107, Item no-12.58) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 141.6 141.6 82.0 False None None False None False 11611.2 0 2445406 73693 None Item Code 12.86 Providing & fixing of 2-track x 2 panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame having an overall size of 50mm width x 42mm height with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock.Wall thickness of frame and sash shall be of 1.8 plus or minus 0.2 mm. Maximum possible size 1519mm x 1519mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD SR-2023-24, Vol-2, Page No-109, Item no-12.86) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 6360.2 6360.2 103.5 False None None False None False 658280.7 0 2445407 73693 None Item Code 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD SR-2023-24, Vol-2, Page No-109, Item no-12.85) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 6748.42 6748.42 9.72 False None None False None False 65594.6424 0 2445408 73693 None Item Code 8.4.1 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (PWD SR-2023-24, Vol-2, Page No-45, Item no-8.4.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 381.14 381.14 675.57 False None None False None False 257486.7498 0 2445409 73693 None Item Code 8.7 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-42, Item no-8.7) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 431.88 431.88 1049.9 False None None False None False 453430.812 0 2445410 73693 None Item Code 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-42, Item no-8.5.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 411.82 411.82 1414.06 False None None False None False 582338.1892 0 2445411 73693 None Item Code 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even & smooth complete as per specifications & as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-50, Item no-8.51) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 118.0 118.0 1704.92 False None None False None False 201180.56 0 2445412 73693 None Item Code 8.79 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels & finishing the groove complete as per specifications & direction of Engineer-in-charge: 10mm to 15mm wide & 8mm deep groove. (PWD SR-2023-24, Vol-2, Page No-45, Item no-8.79) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 61.36 61.36 308.0 False None None False None False 18898.88 0 2445413 73693 None Item Code 9.21.2 Providing & laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours & shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm (PWD SR-2023-24, Vol-2, Page No-62, Item no-9.21.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1460.84 1460.84 390.4175 False None None False None False 570337.5007 0 2445414 73693 None Item Code 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (PWD SR-2023-24, Vol-2, Page No-60, Item no-9.11) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1049.02 1049.02 29.8346 False None None False None False 31297.092092 0 2445415 73693 None Item Code 9.20.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm (PWD SR-2023-24, Vol-2, Page No-62, Item no-9.20.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 246.61 246.61 390.4175 False None None False None False 96280.859675 0 2445416 73693 None Item Code 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 944.0 944.0 36.0 False None None False None False 33984.0 0 2445417 73693 None Item Code8.39 Wall painting with acrylic emulsion paint of approved brand & manufacture to give an even shade: Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops & foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications & as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-48, Item no-8.39) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 149.85 149.85 1704.92 False None None False None False 255482.262 0 2445418 73693 None Item Code8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications & as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-46, Item no-8.32) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 184.07 184.07 1288.29 False None None False None False 237135.5403 0 2445419 73693 None Item Code8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-47, Item no-8.34.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 59.0 59.0 119.2 False None None False None False 7032.8 0 2445420 73693 None Item Code 8.43 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-47, Item no-8.43) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 110.91 110.91 113.2 False None None False None False 12555.012 0 2445421 73693 None Item Code 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-47, Item no-8.34.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 62.54 62.54 20.07 False None None False None False 1255.1778 0 2445422 73693 None Item Code 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-48, Item no-8.40) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 135.7 135.7 176.82 False None None False None False 23994.474 0 2445423 73693 None Item Code11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-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. (PWD SR-2023-24, Vol-2, Page No-85, Item no-11.28) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kgs 666.69 666.69 27.04 False None None False None False 18027.2976 0 2445424 73693 None Item Code 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : ** Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. (PWD SR-2023-24, Vol-2, Page No-63, Item no-9.23) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 2909.87 2909.87 212.5 False None None False None False 618347.375 0 2445425 73693 None Item Code15.2 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (PWD SR-2023-24, Vol-2, Page No-149, Item no-15.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 869.66 869.66 621.126 False None None False None False 540168.43716 0 2445426 73693 None Item Code 9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (PWD SR-2023-24, Vol-2, Page No-64, Item no-9.39) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1709.82 1709.82 494.84 False None None False None False 846087.3288 0 2445427 73693 None Item Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (PWD SR 2023-24, Vol-1, Page No-8, Item No- 1.12) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 112.1 112.1 276.53 False None None False None False 30999.013 0 2445428 73693 None Item Code 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (PWD SR 2023-24, Vol-1, Page No-8, Item No- 1.14.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 120.36 120.36 652.242 False None None False None False 78503.84712 0 2445429 73693 None Item Code 1.1B Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 10 m3) (PWD SR 2023-24, Vol-3, Page No-5, Item No- 1.1.b) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 140.42 140.42 160.7434 False None None False None False 22571.588228 0 2445430 73693 None Item Code 2.11 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 & technical specification. All other type of structures. (PWD SR-2023-24, Vol-1, Page No-18, Item no-2.11.a) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Tonne 93232.98 93232.98 9.59 False None None False None False 894104.2782 0 2445431 73693 None Item Code 15.1 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 specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (PWD SR-2023-24, Vol-2, Page No-148, Item no-15.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 964.06 964.06 206.6 False None None False None False 199174.796 0 2445432 73693 None Item Code8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-41, Item no-8.3.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 417.71 417.71 234.4 False None None False None False 97911.224 0 2445433 73693 None Item Code18.2 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 2315.16 2315.16 14.0 False None None False None False 32412.24 0 2445434 73693 None Item Code1.14.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth 3 to 6m. (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.14.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 138.06 138.06 7.48 False None None False None False 1032.6888 0 2445435 73693 None Item Code1.15.3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.15.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 546.33 546.33 1.99 False None None False None False 1087.1967 0 2445436 73693 None Item Code1.16.1 Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.16.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 653.71 653.71 2.49 False None None False None False 1627.7379 0 2445437 73693 None Item Code1.16.2 Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.16.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 735.14 735.14 2.49 False None None False None False 1830.4986 0 2445438 73693 None Item Code1.16.3 Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.16.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 838.97 838.97 0.49 False None None False None False 411.0953 0 2445439 73693 None Item Code2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates(Including Cost Of Centering & Shuttering) (PWD SR 2023-24, Vol-1, Page No-15, Item No- 2.1.4) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 10637.28 10637.28 0.15 False None None False None False 1595.592 0 2445440 73693 None Item Code 8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) (PWD SR-2023-24, Vol-2, Page No-41, Item no-8.4.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 368.15 368.15 18.0 False None None False None False 6626.7 0 2445441 73693 None Item Code 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. . (outside) (PWD SR-2023-24, Vol-2, Page No-41, Item no-8.8) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 437.78 437.78 107.32 False None None False None False 46982.5496 0 2445442 73693 None Item Code 3.1 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 100.3 100.3 72.0 False None None False None False 7221.6 0 2445443 73693 None Item Code 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 123.89 123.89 720.0 False None None False None False 89200.8 0 2445444 73693 None Item Code 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 559.31 559.31 72.0 False None None False None False 40270.32 0 2445445 73693 None Item Code 4.2 V Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .For Grading -V Material ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 2783.62 2783.62 54.0 False None None False None False 150315.48 0 2445446 73693 None Item Code 4.27 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 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 2824.92 2824.92 54.0 False None None False None False 152545.68 0 2445447 73693 None Item Code 8.42.2 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 200 x 100 mm Kerb Stone ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 295.0 295.0 240.0 False None None False None False 70800.0 0 2445448 73693 None Item Code 8.1 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 128.62 128.62 168.0 False None None False None False 21608.16 0 2445449 73693 None Item Code 6.3 Construction of Dry lean cement concrete sub-base over a prepared sub grade with coarse and fine aggregates confirming to IS 383:2016 the size of coarse aggregates not exceeding 25mm replacing cement by fly ash to the extent of 20 percent, aggregate cement ratio not to exceed 12:1 aggregates gradation after blending to be as per table 600-1, cement & cementitious content not to be less than 140 kg/m3, optimum moisture content to be determined during trial length construction , concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 5587.29 5587.29 108.0 False None None False None False 603427.32 0 2445450 73693 None Item Code 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7336.05 7336.05 2.125 False None None False None False 15589.10625 0 2445451 73693 None Item Code 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 77.88 77.88 323.0 False None None False None False 25155.24 0 2445452 73693 None Item Code 11.25.2 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. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kgs 160.48 160.48 777.6 False None None False None False 124789.248 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KULAMBI IN HONALI TALUK, DAVANGERER DISTRICT. (TERRACE FLOOR) 349281.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445453 73694 None Item Code 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Column above plinth beam to Roof beam ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 12784.78 12784.78 1.64 False None None False None False 20967.0392 0 2445454 73694 None Item Code 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Lintel Beam ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 12037.13 12037.13 1.16 False None None False None False 13963.0708 0 2445455 73694 None Item Code 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Chejja ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 10915.66 10915.66 0.12 False None None False None False 1309.8792 0 2445456 73694 None Item Code 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Slab ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 11289.48 11289.48 2.79 False None None False None False 31497.6492 0 2445457 73694 None Item Code 2.11.a Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping welding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings. (PWD SR 2023 24, Vol 1, Page No 18, Item no 2.11.a) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Tonne 106614.85 106614.85 0.59 False None None False None False 62902.7615 0 2445458 73694 None Item Code 2.4.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1 2 4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 8387.95 8387.95 1.07 False None None False None False 8975.1065 0 2445459 73694 None Item Code 6.32 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 msqm 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. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1561.58 1561.58 7.73 False None None False None False 12071.0134 0 2445460 73694 None Item Code 8.4.1 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix 1 3 (1 cement 3 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. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 384.95 384.95 17.29 False None None False None False 6655.7855 0 2445461 73694 None Item Code 8.7 Providing 15 mm cement plaster with cement mortar 1 3 (1 cement 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 436.19 436.19 61.39 False None None False None False 26777.7041 0 2445462 73694 None Item Code 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 364.69 364.69 78.68 False None None False None False 28693.8092 0 2445463 73694 None Item Code 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1 4 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge.. ( Outside) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 415.93 415.93 80.2 False None None False None False 33357.586 0 2445464 73694 None Item Code 8.79 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer in charge 10mm to 15 mm wide and 8 mm deep groove. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 61.97 61.97 30.45 False None None False None False 1886.9865 0 2445465 73694 None Item Code 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 151.35 151.35 78.68 False None None False None False 11908.218 0 2445466 73694 None Item Code 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm litre and UV resistance as per IS 15489 2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 litre 10 m². Over and including priming coat of exterior primer applied at 0.90 litre 10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 185.92 185.92 80.2 False None None False None False 14910.784 0 2445467 73694 None Item Code 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 63.16 63.16 1.89 False None None False None False 119.3724 0 2445468 73694 None Item Code 8.4.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 137.05 137.05 1.89 False None None False None False 259.0245 0 2445469 73694 None Item Code 15.2 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface Chajjas Sunken portion of WC Bathroom applied at 1.2L per sqm,having tensile strength greater than 1.5N msqm, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer at0.1 L sqm, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 878.35 878.35 83.14 False None None False None False 73026.019 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KULAMBI IN HONALI TALUK, DAVANGERER DISTRICT. (WATER SUPPLY) 612600.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445470 73695 None Item Code 14.28.2.2 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40mm dia pipes, From wash basin waste lines ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 108.56 108.56 30.0 False None None False None False 3256.8 0 2445471 73695 None Item Code 16.7.4 Providing and fixing normal gauge polythene pipes of approved quality with special flange compression type fittings of approved make including trench excavation and refilling etc. for EXTERNAL WORKS with: 50mm nominal bore pipes, From Sink & Urinal lines ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 164.02 164.02 30.0 False None None False None False 4920.6 0 2445472 73695 None Item Code 657 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 145.14 145.14 65.0 False None None False None False 9434.1 0 2445473 73695 None Item Code 647 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 300.9 300.9 100.0 False None None False None False 30090.0 0 2445474 73695 None Item Code13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10mm gap for thermal expansion,(i)the single socketed pipes 75mm diameter ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 232.46 232.46 100.0 False None None False None False 23246.0 0 2445475 73695 None Item Code13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10mm gap for thermal expansion,(i)the single socketed pipes 100mm diameter ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 343.38 343.38 50.0 False None None False None False 17169.0 0 2445476 73695 None Item Code3713 PVC pipe - OD 110mm and 6 Kg/sqcm - (Shaft Drainage) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 702.1 702.1 50.0 False None None False None False 35105.0 0 2445477 73695 None Item Code14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1201.24 1201.24 5.0 False None None False None False 6006.2 0 2445478 73695 None Item Code13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 350.46 350.46 5.0 False None None False None False 1752.3 0 2445479 73695 None Item Code14.22B Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 6781.46 6781.46 4.0 False None None False None False 27125.84 0 2445480 73695 None Item Code14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 585.28 585.28 6.0 False None None False None False 3511.68 0 2445481 73695 None Item Code17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 13244.32 13244.32 3.0 False None None False None False 39732.96 0 2445482 73695 None Item Code14.3.2 KSRB 11-5 : Providing and fixing white vitreous china clay, water closet European type ( Pedestal type, P-trap ) with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 10 litre low level, P.V.C flushing cistern ( all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, overflow arrangements with special and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Specification No. KBS 11 (Item No.- 12.5, Page No.78 CSR 2018-19) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 6849.9 6849.9 3.0 False None None False None False 20549.7 0 2445483 73695 None Item Code20.44.2 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 4185.46 4185.46 3.0 False None None False None False 12556.38 0 2445484 73695 None Item Code14.4.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 15422.59 15422.59 4.0 False None None False None False 61690.36 0 2445485 73695 None Item Code14.11.2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 5996.75 5996.75 2.0 False None None False None False 11993.5 0 2445486 73695 None Item Code14.7.1 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 15mm C.P. brass pillar taps ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 3636.75 3636.75 4.0 False None None False None False 14547.0 0 2445487 73695 None Item Code13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 364.62 364.62 100.0 False None None False None False 36462.0 0 2445488 73695 None Item Code13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 447.21 447.21 150.0 False None None False None False 67081.5 0 2445489 73695 None Item Code13.33.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) 20 mm nominal dia Pipes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 256.06 256.06 50.0 False None None False None False 12803.0 0 2445490 73695 None Item Code13.33.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) 40 mm nominal dia Pipes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 562.86 562.86 50.0 False None None False None False 28143.0 0 2445491 73695 None Item Code 66 Pg.No A-13 Brass bib-cock 15 mm dia ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 247.8 247.8 2.0 False None None False None False 495.6 0 2445492 73695 None Item Code 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank,IS:12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base support for tank. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work l 10.62 10.62 3000.0 False None None False None False 31860.0 0 2445493 73695 None Item Code16.8 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work l 5653.38 5653.38 20.0 False None None False None False 113067.6 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KULAMBI IN HONALI TALUK, DAVANGERER DISTRICT.(ELECTRICAL WORKS) 2036921.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445494 73696 None Item Code 1.2.1 Supplying heavy gauge PVC Conduit pipe dia Mm thick confirming to IS 2509 with suitable size bends, metal/pvc junction boxes,adesive paste etc and running before running before concreting the slab .the conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using pvc end enclosures, run with 185WG GI fish wire wherever necessary. (P.No. 1/.I.No.1.2.1)PWD Electrical SR 2023-24 9/20 mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 77.88 77.88 30.0 False None None False None False 2336.4 0 2445495 73696 None Item Code 1.2.2 Supplying heavy gauge PVC Conduit pipe dia Mm thick confirming to IS 2509 with suitable size bends, metal/pvc junction boxes,adesive paste etc.., and running before concreting the slab .the conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using pvc end enclosures, run with 185WG GI fish wire wherever necessary. (P.No. 1/.I.No.1.2.1)PWD Electrical SR 2023-24 25mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 92.03 92.03 450.0 False None None False None False 41413.5 0 2445496 73696 None Item Code 1.3.1 Supplying heavy gauge pvc conduit pipe dia Mm thick confirming to IS 2509 with suitable size bends ,metal junction boxes, adhesive paste etc by groove cutting in the wall and fixing by bracing Uor Jhooks and cement plastering upto the wall surface and run with 18SWG GI fish wire run thoughout the conduit wherever neccessary (P.No. 1/.I.No.1.3)PWD Electrical SR 2023-24 19/20 mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 80.24 80.24 20.0 False None None False None False 1604.8 0 2445497 73696 None Item Code 1.3.2 Supplying heavy gauge pvc conduit pipe dia Mm thick confirming to IS 2509 with suitable size bends ,metal junction boxes, adhesive paste etc by groove cutting in the wall and fixing by bracing Uor Jhooks and cement plastering upto the wall surface and run with 18SWG GI fish wire run thoughout the conduit wherever neccessary (P.No. 1/.I.No.1.3)PWD Electrical SR 2023-24 25mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 93.22 93.22 300.0 False None None False None False 27966.0 0 2445498 73696 None Item Code 1.5.1 Supplying and fixing PVC/metal conduit Deep junction box (P.No. 1/.I.No.1.5)PWD Electrical SR 2023-24 19/20 mm deep junction box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 57.82 57.82 8.0 False None None False None False 462.56 0 2445499 73696 None Item Code 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box (P.No. 1/.I.No.1.5)PWD Electrical SR 2023-24 25 mm deep junction box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 66.08 66.08 25.0 False None None False None False 1652.0 0 2445500 73696 None Item Code 1.13 Supplying And Fixing Metal Fan Box with Round Hook. (P.No.2/.I.No.1.13) PWD Electrical SR 22-23 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 138.06 138.06 25.0 False None None False None False 3451.5 0 2445501 73696 None Item Code 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(P.No.3/.I.No.2.2) PWD Electrical SR 2023-24 short point upto 3mtr from tapping point to out let via switch box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 317.41 317.41 30.0 False None None False None False 9522.3 0 2445502 73696 None Item Code 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(P.No.3/.I.No.2.2) PWD Electrical SR 2023-24 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 447.21 447.21 40.0 False None None False None False 17888.4 0 2445503 73696 None Item Code 2.2.3 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(P.No.3/.I.No.2.2) PWD Electrical SR 2023-24 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 654.9 654.9 75.0 False None None False None False 49117.5 0 2445504 73696 None Item Code2.2.4 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(P.No.3/.I.No.2.2) PWD Electrical SR 2023-24 Two outlet in a row, above 3Mtr upto 6Mtr from tapping point to out let via switches. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 798.86 798.86 5.0 False None None False None False 3994.3 0 2445505 73696 None Item Code 2.3.2 Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade multi strand copper with low conductor resistance single core wire in open or consealed system of wiring.as per IS-694:1990 & confirming to latest amendments (P. No.3/ I.No.2.3) PWD Electrical SR 2023-24 1.5 sqmrn ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Mtr 30.68 30.68 750.0 False None None False None False 23010.0 0 2445506 73696 None Item Code 2.3.3 Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade multi strand copper with low conductor resistance single core wire in open or consealed system of wiring.as per IS-694 1990 & confirming to latest amendments (P. No.3/ I.No.2.3) PWD Electrical SR 2023-24 2.5 sqmrn ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Mtr 49.55 49.55 1200.0 False None None False None False 59460.0 0 2445507 73696 None Item Code 2.3.4 Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade multi strand copper with low conductor resistance single core wire in open or consealed system of wiring.as per IS-694 1990 & confirming to latest amendments (P. No.3/ I.No.2.3) PWD Electrical SR 2023-24 4.0 sqmrn ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 74.33 74.33 400.0 False None None False None False 29732.0 0 2445508 73696 None Item Code 2.6.2 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirmining to table 3 class 5 of IS 8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100Volts as per IS 694-1990 (P.No.4/.I.No.2.6) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 198.23 198.23 100.0 False None None False None False 19823.0 0 2445509 73696 None Item Code 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 1-3Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 187.61 187.61 10.0 False None None False None False 1876.1 0 2445510 73696 None Item Code 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 4-5Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 208.85 208.85 8.0 False None None False None False 1670.8 0 2445511 73696 None Item Code 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 6Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 259.59 259.59 6.0 False None None False None False 1557.54 0 2445512 73696 None Item Code3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 8Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 307.97 307.97 10.0 False None None False None False 3079.7 0 2445513 73696 None Item Code 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 10-12Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 376.41 376.41 18.0 False None None False None False 6775.38 0 2445514 73696 None Item Code 3.4.7 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 16 Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 428.34 428.34 1.0 False None None False None False 428.34 0 2445515 73696 None Item Code 3.4.8 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 18Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 417.71 417.71 1.0 False None None False None False 417.71 0 2445516 73696 None Item Code 3.5.2 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 1 to 3 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 189.98 189.98 10.0 False None None False None False 1899.8 0 2445517 73696 None Item Code 3.5.3 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 4 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 206.5 206.5 8.0 False None None False None False 1652.0 0 2445518 73696 None Item Code 3.5.4 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 6 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 276.12 276.12 6.0 False None None False None False 1656.72 0 2445519 73696 None Item Code 3.5.5 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 8 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 335.12 335.12 10.0 False None None False None False 3351.2 0 2445520 73696 None Item Code 3.5.6 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 10-12 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 405.91 405.91 18.0 False None None False None False 7306.38 0 2445521 73696 None Item Code 3.5.7 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 16 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 468.46 468.46 1.0 False None None False None False 468.46 0 2445522 73696 None Item Code 3.5.8 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 18 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 539.26 539.26 1.0 False None None False None False 539.26 0 2445523 73696 None Item Code 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6Amps one way. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 120.36 120.36 275.0 False None None False None False 33099.0 0 2445524 73696 None Item Code 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6Amps two way.switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 195.88 195.88 2.0 False None None False None False 391.76 0 2445525 73696 None Item Code 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6Amps 3way socket. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 201.78 201.78 75.0 False None None False None False 15133.5 0 2445526 73696 None Item Code 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 Stepped Fan Regulator. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 421.26 421.26 20.0 False None None False None False 8425.2 0 2445527 73696 None Item Code 3.6.7 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 16Amps one way switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 212.39 212.39 6.0 False None None False None False 1274.34 0 2445528 73696 None Item Code 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6Amps Bell push ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 208.85 208.85 1.0 False None None False None False 208.85 0 2445529 73696 None Item Code 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 32Amps DP switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 384.68 384.68 10.0 False None None False None False 3846.8 0 2445530 73696 None Item Code 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6/16Amps universal socket ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 278.47 278.47 10.0 False None None False None False 2784.7 0 2445531 73696 None Item Code 3.14.5 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. (P. No.6/ I.No.3.14) PWD Electrical SR 2023-24 6Amps Bakelite ceiling rose ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 92.03 92.03 10.0 False None None False None False 920.3 0 2445532 73696 None Item Code 3.14.6 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. (P. No.6/ I.No.3.14) PWD Electrical SR 2023-24 6 Amps lamp holder ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No. 83.78 83.78 40.0 False None None False None False 3351.2 0 2445533 73696 None Item Code 3.8 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches regulators etc and fixing on existing wooden or metal box using N.F. screws.(P. No.6/ I.No.3.8) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sq CM 0.48 0.48 1000.0 False None None False None False 480.0 0 2445534 73696 None Item Code 3.10.2 Extra for supplying 4mm thick white plastic plate and covering for junction boxes or size 80 mm conduit using necessary machine screws. (P. No.6/ I.No.3.10) PWD Electrical SR 2023-24 80mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 17.7 17.7 10.0 False None None False None False 177.0 0 2445535 73696 None Item Code 3.10.3 Extra for supplying 4mm thick white plastic plate and covering for junction boxes or size ... mm conduit using necessary machine screws. (P. No.6/ I.No.3.10) PWD Electrical SR 2023-24 110mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 24.77 24.77 10.0 False None None False None False 247.7 0 2445536 73696 None Item Code 5.11.3 Supplying of on load change over switches 4 poles,AC-23 Aduty 415V, 50Hz, AC Supply.open execution (P.No.11/.I.No.5.11) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 12184.67 12184.67 1.0 False None None False None False 12184.67 0 2445537 73696 None Item Code 5.15.1 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. (P.No.12/.I.No.5.15)PWD Electrical SR 2023-24 FOUR POLE 100Amps25kA. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 7181.48 7181.48 1.0 False None None False None False 7181.48 0 2445538 73696 None Item Code 5.15.2 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. (P.No.12/.I.No.5.15)PWD Electrical SR 2023-24 125Amps25kA. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 10145.64 10145.64 3.0 False None None False None False 30436.92 0 2445539 73696 None Item Code 5.16 Supplying and fixing of Shunt trip suitable for MCCB.CBCT. (P.No.12/.I.No.5.16)PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2009.54 2009.54 1.0 False None None False None False 2009.54 0 2445540 73696 None Item Code 5.18.4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C type curve indicator on/off energy cross 3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(P.No.13/.I.No.5.18)PWD Electrical SR 2023-24 6-32Amps DP ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 872.02 872.02 6.0 False None None False None False 5232.12 0 2445541 73696 None Item Code 5.18.6 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C type curve indicator on/off energy cross 3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(P.No.13/.I.No.5.18)PWD Electrical SR 2023-24 50-63Amps DP ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1300.36 1300.36 6.0 False None None False None False 7802.16 0 2445542 73696 None Item Code 5.18.7 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C type curve indicator on/off energy cross 3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(P.No.13/.I.No.5.18)PWD Electrical SR 2023-24 6-32Amps TPN ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2026.06 2026.06 8.0 False None None False None False 16208.48 0 2445543 73696 None Item Code 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C type curve indicator on/off energy cross 3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(P.No.13/.I.No.5.18)PWD Electrical SR 2023-24 50-63Amps TPN ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3643.83 3643.83 6.0 False None None False None False 21862.98 0 2445544 73696 None Item Code 5.19.14 Supplying and fixing regula MCB distribution boards on wall / woodboard/flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting etc., made out of 14 SWG MS enclosures. .(P.No.13/.I.No.5.19)PWD Electrical SR 2023-24 II Double Door 12WaySP&N ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 10307.3 10307.3 2.0 False None None False None False 20614.6 0 2445545 73696 None Item Code 5.19.12 Supplying and fixing regular MCB distribution boards on wall / woodboard/flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting etc., made out of 14 SWG MS enclosures. .(P.No.13/.I.No.5.19)PWD Electrical SR 2023-24 II Double Door 6WayTP &N ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 5829.2 5829.2 2.0 False None None False None False 11658.4 0 2445546 73696 None Item Code 5.21 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of pecentage leakage current, programable delay/auto/maunal reset facility suitable to mount on DIN rail/ flush mounting on panel board..(P.No.14/.I.No.5.21)PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 10920.9 10920.9 1.0 False None None False None False 10920.9 0 2445547 73696 None Item Code 5.31 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired..(P.No.14/.I.No.5.31) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 5180.2 5180.2 1.0 False None None False None False 5180.2 0 2445548 73696 None Item Code 5.33 Supplying of multi function digital Meter three line back light LCD type display of voltage, Current, frequency.Power, power factor, KVA, KWH.KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required.with communication port and class 0.5s accuracy.(P.No.14/.I.No.5.33) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 10991.69 10991.69 1.0 False None None False None False 10991.69 0 2445549 73696 None Item Code 5.34 Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accurecy with tape wound . (P.No.14/.I.No.5.34) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 663.16 663.16 3.0 False None None False None False 1989.48 0 2445550 73696 None Item Code 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230 to 440VAC. 50 Hz 12 to24V D.C. (P.No.14/.I.No.5.38) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 607.69 607.69 9.0 False None None False None False 5469.21 0 2445551 73696 None Item Code 5.40.2 Supplying 250 amps rated 3phase with neutral bus bar using requiemed capacity electrolyticaluminium strips covered with heat shrinkable couloured PVC sleeve, mounted on phenolic or FRP or DMC insulator whcih are mounted on powder coated 40x6mm M.S.tlat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls,nuts and washers etc., complete. (P.No.15/.I.No.5.40) PWD Electrical SR 2023-24 250Arnps 4x30x10mm Alluminium Strips ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 4053.29 4053.29 4.0 False None None False None False 16213.16 0 2445552 73696 None Item Code 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. Flat 50x50x6mm with bolts washers etc and painted with 2 coats of red oxide and then two coats of approved paint.(P.No.15/.I.No.5.41) PWD Electrical SR 2023 24 50x50x6mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 466.1 466.1 15.0 False None None False None False 6991.5 0 2445553 73696 None Item Code 5.42.1 Fabricating supplying and mounting MS box made out 14 SWG suitable for floor or wall mounting, fully weatherproof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. ((P.No.15/.I.No.5.42) PWD Electrical SR 2023 24 14SWG ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sq CM 0.59 0.59 135000.0 False None None False None False 79650.0 0 2445554 73696 None Item Code 6.2.1 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete..(P.No.22/.I.No.6.2) PWD Electrical SR 2023-24 12" Sweep (300mm) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3503.41 3503.41 4.0 False None None False None False 14013.64 0 2445555 73696 None Item Code 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.(.(P.No.16/.I.No.5.47) PWD Electrical SR 2023-24 48" Sweep (1200mm) Regular model ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3521.12 3521.12 22.0 False None None False None False 77464.64 0 2445556 73696 None Item Code 6.5.1 Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply..(P.No.23/.I.No.6.5) PWD Electrical SR 22-23 300mm Sweep ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2940.56 2940.56 2.0 False None None False None False 5881.12 0 2445557 73696 None Item Code 8.1 Supplying and drawing UTP-CAT 6E LAN cable.(P.No.27/.I.No.8.1) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work MT 44.83 44.83 110.0 False None None False None False 4931.3 0 2445558 73696 None Item Code 8.4.1 Supplying & Fixing of switch mounting rack with power manager & Cable manager..(P.No.28/.I.No.8.4) PWD Electrical SR 2023-24 4U with 450mm depth ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 5772.55 5772.55 1.0 False None None False None False 5772.55 0 2445559 73696 None Item Code 8.9.4 Supplying fixing of Network Switches PWD Electrical SR 2023-24 8 port 10/100 Switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 17700.0 17700.0 1.0 False None None False None False 17700.0 0 2445560 73696 None Item Code 8.10.1 Supplying & fixing of I/O socket with back box.(P.No.28/.I.No.8.10) PWD Electrical SR 2023-24 Single I/O ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 578.19 578.19 5.0 False None None False None False 2890.95 0 2445561 73696 None Item Code 11.3.2 supplying of feet PVC batten integrated LED tube 20-22 Wattts with high quality diffuser with life of 25000 burning hours and 70 percent lumen maintenance with CRI greater than 80 power input 220v to 240v at 50HZ and power factorgreater than 0.9 along with CE apporved. 2 years warranty aganist any manufacturing defect working under electrical condition (P. No.34/ I.No.11.3.2) PWD Electrical SR 2023-24 LED light fitting 1X4' 20/22 watts ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 814.19 814.19 30.0 False None None False None False 24425.7 0 2445562 73696 None Item Code 11.6.1 Supplying of recess mounting non integral type1'x1' LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI greater than 70percent. efficacy greater than100 lumen per watt, 120degree beam spread, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 and LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should lesser than 5 percent of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20 percent, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition..(P.No.34/.I.No.11.6) PWD Electrical SR 2023-24 LED modular down light 1'x1' 18W ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 3702.83 3702.83 4.0 False None None False None False 14811.32 0 2445563 73696 None Item Code 11.6.5 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 greater than 70 percent. efficacy greater than 100 lumen per watt, 120degree beam spread, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should lesser than 5 percent of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20 percent, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition..(P.No.34/.I.No.11.6) PWD Electrical SR 2023-24LED modular down light 2'x2' /1' X 4' 34 -36watt ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 6959.63 6959.63 4.0 False None None False None False 27838.52 0 2445564 73696 None Item Code 11.8.4 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture withW 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..(P.No.36/.I.No.11.8) PWD Electrical SR 22-23 LED Streetlight 90 Watts ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 10454.8 10454.8 5.0 False None None False None False 52274.0 0 2445565 73696 None Item Code 11.11.2 Supplying & fixing of retrofit type - LED bulb with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per watt, life greater than 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 greater than 0.95, power loss should lesser than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition..(P.No.38/.I.No.11.11) PWD Electrical SR 2023-24 15W, 6500K ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 169.92 169.92 10.0 False None None False None False 1699.2 0 2445566 73696 None Item Code 12.2.2 Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote.(P.No.39/.I.No.12.2) PWD Electrical SR 2023-24 Musical ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 512.12 512.12 1.0 False None None False None False 512.12 0 2445567 73696 None Item Code 13.7.1 Fixing all types and all capacities fluorescent/false ceiling/spot light/ CFL/LED fittings indoor on the wall /ceiling/rafters/girders using 23/ 0.0076" twin twisted PVC insulated wires, required nos of round blocks and clamps (P.No.45/.I.No.13.7.1) On wall/ceiling/Rafter/Girders PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 143.95 143.95 38.0 False None None False None False 5470.1 0 2445568 73696 None Item Code 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose,necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. (P.No.46/.I.No.13.10) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 201.78 201.78 24.0 False None None False None False 4842.72 0 2445569 73696 None Item Code 13.12 Extra length of GI pipe of class B 19mm dia for down rod..(P.No.46/.I.No.13.12) PWD ellectrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Mtr 232.45 232.45 12.0 False None None False None False 2789.4 0 2445570 73696 None Item Code 13.13 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.. (P.No.46/.I.No.13.13) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 834.26 834.26 4.0 False None None False None False 3337.04 0 2445571 73696 None Item Code 13.1.2 Supplying and Fixing 32mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires.(P.No.45/.I.No.13.1.1) PWD Electrical SR 2023-24 Using 32mm dia G.I.Pipe ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1233.1 1233.1 5.0 False None None False None False 6165.5 0 2445572 73696 None Item Code 13.18.2 Fixing of 100 A TPST / change over switch / Contactor along with neutral link with screws, bolts, nuts and wiring using required capacity wires and circuit labelling.(P.No.46/.I.No.13.18) PWD Electrical SR 2023-24 100A to 250A TPDT/COS ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 527.45 527.45 1.0 False None None False None False 527.45 0 2445573 73696 None Item Code 1 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 (P.No.01, Sl.NO-1, Material code-200105, .I.No.1.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 8349.68 8349.68 5.0 False None None False None False 41748.4 0 2445574 73696 None Item Code 14 11 kV, Special 3 Pin Cross Arm - GI (P.No.-1, Sl.NO-14, Material code-279020, .I.No.2.04) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 341.02 341.02 4.0 False None None False None False 1364.08 0 2445575 73696 None Item Code 16 LT 4 Pin Cross Arm - GI (P.No.-2, Sl.NO-16, Material code-280014, .I.No.2.06) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 392.94 392.94 2.0 False None None False None False 785.88 0 2445576 73696 None Item Code 32 RCC Pole Clamp - GI(P.No.-2, Sl.NO-32, Material code-280523, .I.No.5.02) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 128.62 128.62 5.0 False None None False None False 643.1 0 2445577 73696 None Item Code 40 Guy Clamp - GI (P.No.-3, Sl.NO-40, Material code-280650, .I.No.5.10) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 135.7 135.7 2.0 False None None False None False 271.4 0 2445578 73696 None Item Code 43 Anchor Rod using 12 mm rounds/Guy Rod - GI (P.No.-3, Sl.NO-43, Material code-280140, .I.No.5.13) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 388.21 388.21 2.0 False None None False None False 776.42 0 2445579 73696 None Item Code 45 GI Fish Plate (P.No.-3, Sl.NO-45, Material code-280800, .I.No.5.15) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 105.02 105.02 2.0 False None None False None False 210.04 0 2445580 73696 None Item Code 52 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) (P.No.-3, Sl.NO-52, Material code-283008, .I.No.6.06) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 241.89 241.89 9.0 False None None False None False 2177.01 0 2445581 73696 None Item Code 53 8 Strain Insulator (P.No.-3, Sl.NO-53, Material code-283158, .I.No.6.07) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 31.86 31.86 8.0 False None None False None False 254.88 0 2445582 73696 None Item Code 54 DISC Insulator 45 kN Porcelain (P.No.-3, Sl.NO-54, Material code-283166, .I.No.6.08) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 601.8 601.8 6.0 False None None False None False 3610.8 0 2445583 73696 None Item Code 59 Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM (P.No.-3, Sl.NO-59, Material code-284108, .I.No.7.02) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 61514.57 61514.57 0.4 False None None False None False 24605.828 0 2445584 73696 None Item Code 60 7/10 SWG Guy Wire (7/3.251 mm Dia), Std Wt: 680 Kg/KM (P.No.-3, Sl.NO-60, Material code-281110, .I.No.8.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work MT 91126.68 91126.68 0.025 False None None False None False 2278.167 0 2445585 73696 None Item Code 61 8 SWG GI Wire (4.064 mm Dia), Std Wt: 131 Kg/KM (P.No.-3, Sl.NO-61, Material code-281008, .I.No.8.02) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work MT 88547.2 88547.2 0.03 False None None False None False 2656.416 0 2445586 73696 None Item Code 105 Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014 63 kVA, Aluminum Wdg, Star 2 (5 Star) (P.No.-7, Sl.NO-105, Material code-321383, .I.No.13.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 125999.21 125999.21 1.0 False None None False None False 125999.21 0 2445587 73696 None Item Code 133 LT Protection Kit (Dwg No. BESCOM/GM/QS&S/10 Dtd 24.11.2018) (P.No.-9, Sl.NO-133, Material code-301107, .I.No.17.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 2387.14 2387.14 1.0 False None None False None False 2387.14 0 2445588 73696 None Item Code 134 LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018 (P.No.06/.I.No .134) BESCOM SR 2023-24PART III ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 26769.48 26769.48 1.0 False None None False None False 26769.48 0 2445589 73696 None Item Code 137 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR (Dwg No. BESCOM/GM/QS&S/26 Dtd 24.10.2007) (P.No.-9, Sl.NO-137, Material code-303202, .I.No.19.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 1085.6 1085.6 1.0 False None None False None False 1085.6 0 2445590 73696 None Item Code 139 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) (P.No.06/.I.No .139) BESCOM SR 2023-24 PART III ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 1261.41 1261.41 1.0 False None None False None False 1261.41 0 2445591 73696 None Item Code 140 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - MS (P.No.-9, Sl.NO-140, Material code-279111, .I.No.21.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 20725.52 20725.52 1.0 False None None False None False 20725.52 0 2445592 73696 None Item Code 166 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) (P.No.-11, Sl.NO-166, Material code-304212, .I.No.24.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 11151.0 11151.0 1.0 False None None False None False 11151.0 0 2445593 73696 None Item Code 171 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - GI (P.No.-9, Sl.NO-171, Material code-279149, .I.No.24.06) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 5111.75 5111.75 1.0 False None None False None False 5111.75 0 2445594 73696 None Item Code 175 Insulated GOS Operating Rods (P.No.08/.I.No .175) BESCOM SR 2023-24PART III(P.No.-12, Sl.NO-175, Material code-503211, .I.No.24.10) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 487.34 487.34 1.0 False None None False None False 487.34 0 2445595 73696 None Item Code 177 11 kV, DOLO Cutout REC Specification (Dwg No. BESCOM/GM/QS&S/20 Dtd 24.11.2018) (P.No.-12, Sl.NO-177, Material code-302021, .I.No.25.02) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 5004.38 5004.38 1.0 False None None False None False 5004.38 0 2445596 73696 None Item Code 178 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. BESCOM/GM/QS&S/35 & 63 Dtd 24.11.2018) (P.No.-12, Sl.NO-178, Material code-279100, .I.No.26.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 7553.17 7553.17 1.0 False None None False None False 7553.17 0 2445597 73696 None Item Code 32 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS 1554 (Part 1) or IS 7098 Part 1, Armouring strip thickness and resistivity as per IS 3975 (P.No.09/.I.No .32) BESCOM SR 2023-24 PART III (a) 16 Sqmm, 4 Core, (11 GI Strips 4 x 0.8 mm) (P.No. 13, Sl.NO-201, Material code-287206, .I.No.32.05) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 167373.56 167373.56 0.12 False None None False None False 20084.8272 0 2445598 73696 None Item Code 32 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS 1554 (Part 1) or IS 7098 Part 1, Armouring strip thickness and resistivity as per IS-3975 (P.No.09/.I.No .32) BESCOM SR 2023-24 PART III (b) 35 Sqmm, 3.5 Core, (14 GI Strips 4 x 0.8 mm) (P.No.-13, Sl.NO-205, Material code-287059, .I.No.32.09) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 181793.16 181793.16 0.2 False None None False None False 36358.632 0 2445599 73696 None Item Code 394 Transparent Alkathine tube 19 mm dia, 2 mm thick in coils of 30 Mtr (P.No.-23, Sl.NO-394, Material code821900, .I.No.52.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Coil 610.06 610.06 1.0 False None None False None False 610.06 0 2445600 73696 None Item Code 399 LT 3 Phase, 4 Wire, CT Operated DLMS Complaint ETV Meter-5A, class 0.5s Accuracy (Used for 25 HP/18KW & Above Installations, DTC Metering (P.No.-23, Sl.NO-399, Material code 357519, .I.No.53.05) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 4007.27 4007.27 1.0 False None None False None False 4007.27 0 2445601 73696 None Item Code 5.37 Supplying .fixing and wiring heavy duty low voltage capacitors conforming to IS 2834, 3 phase, 400/440 volts grade, for power factor improvement of rotating machinerieslike induction motor.(P.No14/.I.No.5.37) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kvar 566.4 566.4 5.0 False None None False None False 2832.0 0 2445602 73696 None Item Code 31.06 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff (P.No.-52, Sl.NO-174, , .I.No.21.05) BESCOM SR 2023-24 PART II 2.5 to 25 Sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 24645.48 24645.48 0.12 False None None False None False 2957.4576 0 2445603 73696 None Item Code 31.06 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff (P.No.-52, Sl.NO-175, , .I.No.21.06) BESCOM SR 2023-24 PART II 35 to 95 Sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 36744.02 36744.02 0.2 False None None False None False 7348.804 0 2445604 73696 None Item Code 6.17 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes ( (P.No.43/ .I.No.6.17)PWD ELECTRICAL SR 2019-20 1.5 sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3.54 3.54 32.0 False None None False None False 113.28 0 2445605 73696 None Item Code 6.17 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes ( (P.No.43/ .I.No.6.17)PWD ELECTRICAL SR 2019-20 6 sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 8.26 8.26 40.0 False None None False None False 330.4 0 2445606 73696 None Item Code 6.17 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes ( (P.No.43/ .I.No.6.17)PWD ELECTRICAL SR 2019-20 35 sqmm long barrel ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 37.76 37.76 32.0 False None None False None False 1208.32 0 2445607 73696 None Item Code 11.2.5 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing). (P.No.142/ .I.No.1/11.2.5) WS&UGD works SR 2023-24 For Medium Duty GI pipe: 40mm dia ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 575.83 575.83 12.0 False None None False None False 6909.96 0 2445608 73696 None Item Code 430A Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 13.39 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (P.No.164/.I.No. P 430A) WS&UGD works SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Job 4425.0 4425.0 12.0 False None None False None False 53100.0 0 2445609 73696 None Item Code 6.3 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.(P.No.54/.I.No.12.58.2) PWD Electrical SR 2023-24 25x3mm Gl strip ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Mtr 96.75 96.75 30.0 False None None False None False 2902.5 0 2445610 73696 None Item Code 6.3 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.(P.No.54/.I.No.12.58.11) PWD Electrical SR 2023-24 600x600x3mm Copper plate ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 8756.77 8756.77 1.0 False None None False None False 8756.77 0 2445611 73696 None Item Code 1.12 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. (P.No.43/.I.No .1.1.2, Sl.no.-2) BESCOM SR 2023-24 PART IV Hard Soil ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Per Pit 1335.76 1335.76 5.0 False None None False None False 6678.8 0 2445612 73696 None Item Code 1.7.2 Digging of Pit for GUY SET. (P.No.44/.I.No .1.7.2, Sl.no.26) BESCOM SR 2023-24PART IV Hard Soil ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Per Pit 742.21 742.21 2.0 False None None False None False 1484.42 0 2445613 73696 None Item Code 1.8 Providing cement concrete to Poles and Guy sets with material and labour including necessary curing etc., complete (cost doesnot include excavation) (P.No.60/.I.No .1.8.1, SL.no.29) BESCOM SR 2023-24 PART IV Base Concreting with CC 1:4: 8 Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 322.14 322.14 5.0 False None None False None False 1610.7 0 2445614 73696 None Item Code 1.8 Providing cement concrete to Poles and Guy sets with material and labour including necessary curing etc., complete (cost doesnot include excavation) (P.No.60/.I.No .1.8.2, SL.no.32) BESCOM SR 2023-24 PART IV Pole Concreting with CC 1:2:4 (without coping) 9 Mtr support (650x500x1700mm) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3726.43 3726.43 5.0 False None None False None False 18632.15 0 2445615 73696 None Item Code 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth(P.No.44/.I.No .2.02, Sl.NO.-30) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1313.34 1313.34 5.0 False None None False None False 6566.7 0 2445616 73696 None Item Code3.01 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing For 25/63/100 kVA (P.No.44/.I.No .3.01, SL.no.38) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Per Structure 6755.5 6755.5 1.0 False None None False None False 6755.5 0 2445617 73696 None Item Code 2.09 Erection of H-Frame.(P.No.44/.I.No .2.09, SL.no.37)BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 381.14 381.14 1.0 False None None False None False 381.14 0 2445618 73696 None Item Code 5.02 Fixing of 4 Pin cross arm with Insulator and Braces fixing (P.No.45/.I.No 5.02, SL.no.50) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 188.79 188.79 2.0 False None None False None False 377.58 0 2445619 73696 None Item Code 5.03 Fixing of V Shape and Horizontal cross arm including Single Top Support Brace and Insulator fixing (P.No.45/.I.No 5.03, SL.no.51) BESCOM SR2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 303.26 303.26 5.0 False None None False None False 1516.3 0 2445620 73696 None Item Code 7.01 Erection of 25 to 63 kVA Transformer on Transformer Structure .(P.No.66/.I.No 7.01, SL.no.66) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1407.74 1407.74 1.0 False None None False None False 1407.74 0 2445621 73696 None Item Code 11.01 Fixing Metering Box for housing the ETV Meter 3 Phase 4 Wire along with CT's, Meter & wiring for DTC 25/63 kVA TC (P.No.47/.I.No 11.01, SL.no.89) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 2296.27 2296.27 1.0 False None None False None False 2296.27 0 2445622 73696 None Item Code 13.01 Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring (P.No.48/.I.No 13.01, SL.no.96) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 279.65 279.65 3.0 False None None False None False 838.95 0 2445623 73696 None Item Code 13.02 Fixing of GOS including wiring (11 kV Single Break 200 Amps) (P.No.48/.I.No 13.02, SL.no.97) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1302.72 1302.72 1.0 False None None False None False 1302.72 0 2445624 73696 None Item Code 13.07 Fixing of 3 Nos Lightning Arrestor including wiring (P.No.48/.I.No 13.07, SL.no.102) BESCOM SR 2023-24PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 140.42 140.42 1.0 False None None False None False 140.42 0 2445625 73696 None Item Code 15.04 Wiring of 1 Circuit of LT Wiring for for 25/63/100 kVA DTC to the existing LT protection Kit/Distribution Box via metering box. (includes fixing of necessary supports like 2 Pin cross arm, Spacer etc) (P.No.49/.I.No 15.04, SL.no.116) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 1119.82 1119.82 1.0 False None None False None False 1119.82 0 2445626 73696 None Item Code 29.03 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. (P.No.63/.I.No 29.03, ) BESCOM SR 2023-24 PART IV in Hard soil ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 459.02 459.02 25.0 False None None False None False 11475.5 0 2445627 73696 None Item Code 29.07 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr (P.No.63/.I.No .29.07) BESCOM SR 2023-24 PART IV in Hard soil ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 68.44 68.44 25.0 False None None False None False 1711.0 0 2445628 73696 None Item Code 5.1 Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) (P.No.45/.I.No 5.10, SL.no.58) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 313.88 313.88 2.0 False None None False None False 627.76 0 2445629 73696 None Item Code 6.02 Stringing of conductor Rabbit ACSR, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps.(P.No.46/.I.No 6.02, SL.no.65) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Per Km 5145.98 5145.98 0.4 False None None False None False 2058.392 0 2445630 73696 None Item Code 10.1.03 Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. Engine Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and mud is powder coated for weather-proof and long lasting finish. The control panel consists of thion, Engine controls, High and Low AC voltage shut down, Under and Over frequency shutdown / warning, Loss of sensing vol e insulated with fire retardant foam so as to comply with the 75 at 1 mtr sound levels specified by Ministry of Environment & Forest The enclosure has the following features Specially designed to meet stringent MOEF/CPCB norms of 75dBA at 1mtr at 75% load under free field conditions, Two point lifting for easy handling at customer site, Designed to have optimum serviceability, Air inlet louvers specially designed to operate at rated load made on special purpose CNC machines for consistency in quality and workmanship, Powder coated for long lasting service life and superior finish, With UV resistant powder coating, can withstand extreme environment, 25 KVA/20kw ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 532299.18 532299.18 1.0 False None None False None False 532299.18 0 2445631 73696 None Item Code 7.4.3 Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs. with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode (P.No.27/.I.No.7.4) PWD Electrical SR 2023-24 300 Liter capacity- 29 nos Tubes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 60803.04 60803.04 1.0 False None None False None False 60803.04 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KULAMBI IN HONALI TALUK, DAVANGERER DISTRICT.(BOREWELL) 542429.77 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445632 73697 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.4 Geophysical investigation of site for sinking Borewell for supplying drinking water to Habitation either through the Handpump, MWS or PWSS by vertical sounding by adopting veener sounding by adopting veener or schlumbergers's including reconassiance of survey of Geological formation,geophysical investigation of existing ground water in the vicinity quality, quantity and acceptability of the user including the location of site,recommended department of casing pipe required to seal the top and consolidated formation including an extra depth of 1.00Mtr in consolidated formation including an extra depth of drilling required to cover full depth of occupier proposed to trap probable yield and other information required including transportation of instrument and accessories to work site engaging technical personnel labour required etc complete as directed by Engineer in charge ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 6239.84 6239.84 1.0 False None None False None False 6239.84 0 2445633 73697 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes Upto 50 Mtrs ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 436.6 436.6 50.0 False None None False None False 21830.0 0 2445634 73697 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes. Above 50 Mtrs and upto 100 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 547.52 547.52 50.0 False None None False None False 27376.0 0 2445635 73697 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes. Above 100 Mtrs and upto 150 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 581.74 581.74 50.0 False None None False None False 29087.0 0 2445636 73697 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes. Above 150 Mtrs and upto 200 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 674.96 674.96 50.0 False None None False None False 33748.0 0 2445637 73697 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes Above 200 Mtrs and upto 250 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 791.78 791.78 50.0 False None None False None False 39589.0 0 2445638 73697 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes Above 250 Mtrs and upto 285 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 873.2 873.2 50.0 False None None False None False 43660.0 0 2445639 73697 None PWD SR 2023-24, Vol-5, Page No-143, Item No- 12.32 Supply Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 2280.94 2280.94 25.0 False None None False None False 57023.5 0 2445640 73697 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.28 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 649.0 649.0 200.0 False None None False None False 129800.0 0 2445641 73697 None PWD SR 2023-24, Vol-5, Page No-143, Item No- 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 177.0 177.0 1.0 False None None False None False 177.0 0 2445642 73697 None PWD SR 2023-24, Vol-5, Page No-143, Item No- 12.34 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 193.52 193.52 1.0 False None None False None False 193.52 0 2445643 73697 None PWD SR 2023-24, Vol-5, Page No-152, Item No- 13.13 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00" - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 37921.66 37921.66 1.0 False None None False None False 37921.66 0 2445644 73697 None PWD SR 2023-24, Vol-5, Page No-154, Item No- 13.22 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter Up to 6 HP - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 11210.0 11210.0 1.0 False None None False None False 11210.0 0 2445645 73697 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.29 Supply and delivery at site 50mm(2”) dia heavy duty CI adopter set complete suitable for uPVC Column pipes for Submersible pumpsets. complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 1829.0 1829.0 1.0 False None None False None False 1829.0 0 2445646 73697 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.31 Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 47.2 47.2 100.0 False None None False None False 4720.0 0 2445647 73697 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.32 Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions of engineer incharge of work - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Job 7670.0 7670.0 1.0 False None None False None False 7670.0 0 2445648 73697 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.33 Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer incharge of work - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Job 1593.0 1593.0 1.0 False None None False None False 1593.0 0 2445649 73697 None PWD ele SR 2023-24, Vol-6, Page No-7, Item No- 2. Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirmining to table 3 class 5 of IS:8130-1984 and virgin grade PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 & confirming to GTP of GROUP-A(12/2.6.2 3C x 4 mm2 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 198.24 198.24 259.0 False None None False None False 51344.16 0 2445650 73697 None PWD ele SR 2023-24, Vol-6, Page No-15, Item No- 5 Fabricating supplying and mounting MS box made out .SWG suitable for floor I wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete (49/6.40) 16SWG ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sq CM 0.51 0.51 30000.0 False None None False None False 15300.0 0 2445651 73697 None PWD ele SR 2023-24, Vol-6, Page No-15, Item No- 5 Supply and Installation I Fixing I Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase I Three Phase Energy Meter in suitable base plate and having a provision for Fuse I MCB cutout with suitable transparent hinged flap opening for operating MCB along with 10 complete tamper proof SEALING facility. (50/6.42) 600mmx600mmx170mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 17133.6 17133.6 1.0 False None None False None False 17133.6 0 2445652 73697 None PWD ele SR 2023-24, Vol-6, Page No-14, Item No- 5 Supplying and fixing polished wood board made of not less than 15mm thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc. - 500 x 500 x 65 mm (20" x 20" x 2.5") etc., complete as per directions of theEngineer-in-charge ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 384.85 384.85 1.0 False None None False None False 384.85 0 2445653 73697 None PWD ele SR 2023-24, Vol-6, Page No-15, Item No- 5 Supplying and fixing miniature circuit breakers/Isolators on existing MCB distribution boards using necessary fixing materials and wiring complete as directed by the Engineer-in-charge - 5 to 30 Amps Triple and Neutral ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2026.06 2026.06 1.0 False None None False None False 2026.06 0 2445654 73697 None PWD ele SR 2023-24, Vol-6, Page No-14, Item No- 5 Supplying and fixing TPST with neutral link switches rewirable fuse type - Havels / Standard / Indo-Asian Crescent - 30 to 35 Amps, etc., complete as per directions of the Engineer-in-charge ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2007.18 2007.18 1.0 False None None False None False 2007.18 0 2445655 73697 None PWD ele SR 2023-24, Vol-6, Page No-19, Item No- 5 Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machinery. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 566.4 566.4 1.0 False None None False None False 566.4 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KATHIGE IN HONALI TALUK, DAVANGERER DISTRICT. (GROUND FLOOR) 24942745.64 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445656 73698 None Item Code 2.5(ii)A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle A.In area of light jungle. (PWD SR 2023-24, Vol-3, Page No-9, Item No- 2.5(ii)A) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work 100 Sqm 463.73 463.73 81.4205 False None None False None False 37757.128465 0 2445657 73698 None Item Code1.13 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In Ordinary/Soft rock upto 300 mm depth. (PWD SR 2023-24, Vol-1, Page No-8, Item No- 1.13) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 427.15 427.15 360.0 False None None False None False 153774.0 0 2445658 73698 None Item Code1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In ordinary/soft rock without blasting upto 1.5 m depth. (PWD SR 2023-24, Vol-1, Page No-8, Item No- 1.15.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 428.34 428.34 517.57 False None None False None False 221695.9338 0 2445659 73698 None Item Code1.15.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 501.5 501.5 221.013 False None None False None False 110838.0195 0 2445660 73698 None Item Code2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24, Vol-1, Page No-15, Item No- 2.1.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7067.02 7067.02 201.52 False None None False None False 1424145.8704 0 2445661 73698 None Item Code4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. (PWD SR 2023-24, Vol-2, Page No-5, Item No- 4.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 139.23 139.23 558.64 False None None False None False 77779.4472 0 2445662 73698 None Item Code2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.2.3) Footing concrete ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7700.77 7700.77 172.39 False None None False None False 1327535.7403 0 2445663 73698 None Item Code2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.2.3) Pedestal concrete ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 8224.12 8224.12 17.05 False None None False None False 140221.246 0 2445664 73698 None Item Code 2.4.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.4.3)Col above pedestal to roof level ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 12710.01 12710.01 48.76 False None None False None False 619740.0876 0 2445665 73698 None Item Code 2.4.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.4.3)Curtain wall and roof slab ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 11214.72 11214.72 253.99 False None None False None False 2848426.7328 0 2445666 73698 None Item Code 2.4.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.4.3) lintel and roof beam ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 11962.36 11962.36 78.9 False None None False None False 943830.204 0 2445667 73698 None Item Code 2.4.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, Vol-1, Page No-5, Item No- 2.4.3) Stair case ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 10840.9 10840.9 3.58 False None None False None False 38810.422 0 2445668 73698 None Item Code 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations & other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m & lift upto 1.5 m. (PWD SR-2023-24, Vol-2, Page No-34, Item no-1.9) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 313.88 313.88 430.37 False None None False None False 135084.5356 0 2445669 73698 None Item Code 1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc.in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR-2023-24, Vol-2, Page No-35, Item no-1.11) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 510.94 510.94 735.0 False None None False None False 375540.9 0 2445670 73698 None Item Code 11.32 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 & technical specification. Buildings. (PWD SR-2023-24, Vol-1, Page No-18, Item no-2.11.a) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Tonne 105559.26 105559.26 39.42 False None None False None False 4161146.0292 0 2445671 73698 None Item Code 2.4.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR-2023-24, Vol-1, Page No-16, Item no-2.4.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 9068.06 9068.06 53.96 False None None False None False 489312.5176 0 2445672 73698 None Item Code 6.32 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. (PWD SR-2023-24, Vol-2, Page No-17, Item no-6.32) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1545.8 1545.8 1123.49 False None None False None False 1736690.842 0 2445673 73698 None Item Code 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (PWD SR-2023-24, Vol-2, Page No-17, Item no-6.34) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1302.72 1302.72 219.72 False None None False None False 286233.6384 0 2445674 73698 None Item Code 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. (PWD SR-2023-24, Vol-2, Page No-99, Item no-12.13.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 116601.7 116601.7 3.16 False None None False None False 368461.372 0 2445675 73698 None Item Code12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD SR-2023-24, Vol-2, Page No-99, Item no-12.51) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 1198.87 1198.87 32.0 False None None False None False 38363.84 0 2445676 73698 None Item Code11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (PWD SR-2023-24, Vol-2, Page No-99, Item no-12.51) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kg 198.23 198.23 2424.87 False None None False None False 480681.9801 0 2445677 73698 None Item Code 11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR-2023-24, Vol-2, Page No-77, Item no-11.5.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 5284.04 5284.04 11.4 False None None False None False 60238.056 0 2445678 73698 None Item Code 12.57.5 Providing and fixing flush door shutter made out of solid core block board type, well seasoned, chemicaly treated hard wood battens & 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 using liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification. 35 mm thick one side teak and one side commercial (PWD SR-2023-24, Vol-2, Page No-77, Item no-12.57.5) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 4598.46 4598.46 70.79 False None None False None False 325524.9834 0 2445679 73698 None Item Code 12.93.3 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/ Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimumframe density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) &1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof & fire retardant and fixed in position with M.S hold fast/lugs/SS dash fastenersof required dia & length complete as per direction of Engineer-InCharge.(Fixtures shall be paid for separately) Size 62 x 150mm (PWD SR-2023-24, Vol-2, Page No-111, Item no-12.93.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 952.26 952.26 78.0 False None None False None False 74276.28 0 2445680 73698 None Item Code 12.99.1 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 & screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 & resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant & fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 35 mm thickness. (PWD SR-2023-24, Vol-2, Page No-112, Item no-12.94.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 4768.38 4768.38 20.475 False None None False None False 97632.5805 0 2445681 73698 None Item Code 12.74.1 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm (PWD SR-2023-24, Vol-2, Page No-107, Item no-12.74.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 120.36 120.36 164.0 False None None False None False 19739.04 0 2445682 73698 None Item Code 12.76.2 Providing & fixing bright finished brass tower bolts (barrel type) with necessary screws etc.complete 200x10 mm. (PWD SR-2023-24, Vol-2, Page No-107, Item no-12.76.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 413.0 413.0 164.0 False None None False None False 67732.0 0 2445683 73698 None Item Code 12.62 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete. (PWD SR-2023-24, Vol-2, Page No-107, Item no-12.62) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 279.65 279.65 82.0 False None None False None False 22931.3 0 2445684 73698 None Item Code 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (PWD SR-2023-24, Vol-2, Page No-107, Item no-12.58) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 141.6 141.6 82.0 False None None False None False 11611.2 0 2445685 73698 None Item Code 12.86 Providing & fixing of 2-track x 2 panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame having an overall size of 50mm width x 42mm height with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock.Wall thickness of frame and sash shall be of 1.8 plus or minus 0.2 mm. Maximum possible size 1519mm x 1519mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD SR-2023-24, Vol-2, Page No-109, Item no-12.86) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 6360.2 6360.2 103.5 False None None False None False 658280.7 0 2445686 73698 None Item Code 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD SR-2023-24, Vol-2, Page No-109, Item no-12.85) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 6748.42 6748.42 9.72 False None None False None False 65594.6424 0 2445687 73698 None Item Code 8.4.1 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (PWD SR-2023-24, Vol-2, Page No-45, Item no-8.4.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 381.14 381.14 675.57 False None None False None False 257486.7498 0 2445688 73698 None Item Code 8.7 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-42, Item no-8.7) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 431.88 431.88 1049.9 False None None False None False 453430.812 0 2445689 73698 None Item Code 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-42, Item no-8.5.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 411.82 411.82 1414.06 False None None False None False 582338.1892 0 2445690 73698 None Item Code 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even & smooth complete as per specifications & as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-50, Item no-8.51) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 118.0 118.0 1704.92 False None None False None False 201180.56 0 2445691 73698 None Item Code 8.79 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels & finishing the groove complete as per specifications & direction of Engineer-in-charge: 10mm to 15mm wide & 8mm deep groove. (PWD SR-2023-24, Vol-2, Page No-45, Item no-8.79) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 61.36 61.36 308.0 False None None False None False 18898.88 0 2445692 73698 None Item Code 9.21.2 Providing & laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours & shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm (PWD SR-2023-24, Vol-2, Page No-62, Item no-9.21.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1460.84 1460.84 390.4175 False None None False None False 570337.5007 0 2445693 73698 None Item Code 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (PWD SR-2023-24, Vol-2, Page No-60, Item no-9.11) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1049.02 1049.02 29.8346 False None None False None False 31297.092092 0 2445694 73698 None Item Code 9.20.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm (PWD SR-2023-24, Vol-2, Page No-62, Item no-9.20.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 246.61 246.61 390.4175 False None None False None False 96280.859675 0 2445695 73698 None Item Code 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 944.0 944.0 36.0 False None None False None False 33984.0 0 2445696 73698 None Item Code8.39 Wall painting with acrylic emulsion paint of approved brand & manufacture to give an even shade: Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops & foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications & as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-48, Item no-8.39) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 149.85 149.85 1704.92 False None None False None False 255482.262 0 2445697 73698 None Item Code8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications & as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-46, Item no-8.32) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 184.07 184.07 1288.29 False None None False None False 237135.5403 0 2445698 73698 None Item Code8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-47, Item no-8.34.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 59.0 59.0 119.2 False None None False None False 7032.8 0 2445699 73698 None Item Code 8.43 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-47, Item no-8.43) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 110.91 110.91 113.2 False None None False None False 12555.012 0 2445700 73698 None Item Code 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-47, Item no-8.34.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 62.54 62.54 20.07 False None None False None False 1255.1778 0 2445701 73698 None Item Code 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-48, Item no-8.40) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 135.7 135.7 176.82 False None None False None False 23994.474 0 2445702 73698 None Item Code11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-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. (PWD SR-2023-24, Vol-2, Page No-85, Item no-11.28) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kgs 666.69 666.69 27.04 False None None False None False 18027.2976 0 2445703 73698 None Item Code 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : ** Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. (PWD SR-2023-24, Vol-2, Page No-63, Item no-9.23) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 2909.87 2909.87 212.5 False None None False None False 618347.375 0 2445704 73698 None Item Code15.2 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (PWD SR-2023-24, Vol-2, Page No-149, Item no-15.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 869.66 869.66 621.126 False None None False None False 540168.43716 0 2445705 73698 None Item Code 9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (PWD SR-2023-24, Vol-2, Page No-64, Item no-9.39) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1709.82 1709.82 494.84 False None None False None False 846087.3288 0 2445706 73698 None Item Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (PWD SR 2023-24, Vol-1, Page No-8, Item No- 1.12) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 112.1 112.1 276.53 False None None False None False 30999.013 0 2445707 73698 None Item Code 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (PWD SR 2023-24, Vol-1, Page No-8, Item No- 1.14.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 120.36 120.36 652.242 False None None False None False 78503.84712 0 2445708 73698 None Item Code 1.1B Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 10 m3) (PWD SR 2023-24, Vol-3, Page No-5, Item No- 1.1.b) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 140.42 140.42 160.7434 False None None False None False 22571.588228 0 2445709 73698 None Item Code 2.11 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 & technical specification. All other type of structures. (PWD SR-2023-24, Vol-1, Page No-18, Item no-2.11.a) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Tonne 93232.98 93232.98 9.59 False None None False None False 894104.2782 0 2445710 73698 None Item Code 15.1 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 specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (PWD SR-2023-24, Vol-2, Page No-148, Item no-15.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 964.06 964.06 206.6 False None None False None False 199174.796 0 2445711 73698 None Item Code8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR-2023-24, Vol-2, Page No-41, Item no-8.3.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 417.71 417.71 234.4 False None None False None False 97911.224 0 2445712 73698 None Item Code18.2 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 2315.16 2315.16 14.0 False None None False None False 32412.24 0 2445713 73698 None Item Code1.14.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth 3 to 6m. (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.14.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 138.06 138.06 7.48 False None None False None False 1032.6888 0 2445714 73698 None Item Code1.15.3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.15.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 546.33 546.33 1.99 False None None False None False 1087.1967 0 2445715 73698 None Item Code1.16.1 Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.16.1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 653.71 653.71 2.49 False None None False None False 1627.7379 0 2445716 73698 None Item Code1.16.2 Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.16.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 735.14 735.14 2.49 False None None False None False 1830.4986 0 2445717 73698 None Item Code1.16.3 Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (PWD SR-2023-24, Vol-1, Page No-8, Item no-1.16.3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 838.97 838.97 0.49 False None None False None False 411.0953 0 2445718 73698 None Item Code2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates(Including Cost Of Centering & Shuttering) (PWD SR 2023-24, Vol-1, Page No-15, Item No- 2.1.4) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 10637.28 10637.28 0.15 False None None False None False 1595.592 0 2445719 73698 None Item Code 8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) (PWD SR-2023-24, Vol-2, Page No-41, Item no-8.4.2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 368.15 368.15 18.0 False None None False None False 6626.7 0 2445720 73698 None Item Code 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. . (outside) (PWD SR-2023-24, Vol-2, Page No-41, Item no-8.8) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 437.78 437.78 107.32 False None None False None False 46982.5496 0 2445721 73698 None Item Code 3.1 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 100.3 100.3 72.0 False None None False None False 7221.6 0 2445722 73698 None Item Code 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 123.89 123.89 720.0 False None None False None False 89200.8 0 2445723 73698 None Item Code 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 559.31 559.31 72.0 False None None False None False 40270.32 0 2445724 73698 None Item Code 4.2 V Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .For Grading -V Material ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 2783.62 2783.62 54.0 False None None False None False 150315.48 0 2445725 73698 None Item Code 4.27 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 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 2824.92 2824.92 54.0 False None None False None False 152545.68 0 2445726 73698 None Item Code 8.42.2 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 200 x 100 mm Kerb Stone ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 295.0 295.0 240.0 False None None False None False 70800.0 0 2445727 73698 None Item Code 8.1 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 128.62 128.62 168.0 False None None False None False 21608.16 0 2445728 73698 None Item Code 6.3 Construction of Dry lean cement concrete sub-base over a prepared sub grade with coarse and fine aggregates confirming to IS 383:2016 the size of coarse aggregates not exceeding 25mm replacing cement by fly ash to the extent of 20 percent, aggregate cement ratio not to exceed 12:1 aggregates gradation after blending to be as per table 600-1, cement & cementitious content not to be less than 140 kg/m3, optimum moisture content to be determined during trial length construction , concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 5587.29 5587.29 108.0 False None None False None False 603427.32 0 2445729 73698 None Item Code 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7336.05 7336.05 2.125 False None None False None False 15589.10625 0 2445730 73698 None Item Code 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 77.88 77.88 323.0 False None None False None False 25155.24 0 2445731 73698 None Item Code 11.25.2 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. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kgs 160.48 160.48 777.6 False None None False None False 124789.248 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KATHIGE IN HONALI TALUK, DAVANGERER DISTRICT. (TERRACE FLOOR) 349281.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445732 73699 None Item Code 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Column above plinth beam to Roof beam ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 12784.78 12784.78 1.64 False None None False None False 20967.0392 0 2445733 73699 None Item Code 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Lintel Beam ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 12037.13 12037.13 1.16 False None None False None False 13963.0708 0 2445734 73699 None Item Code 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Chejja ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 10915.66 10915.66 0.12 False None None False None False 1309.8792 0 2445735 73699 None Item Code 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Slab ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 11289.48 11289.48 2.79 False None None False None False 31497.6492 0 2445736 73699 None Item Code 2.11.a Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping welding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings. (PWD SR 2023 24, Vol 1, Page No 18, Item no 2.11.a) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Tonne 106614.85 106614.85 0.59 False None None False None False 62902.7615 0 2445737 73699 None Item Code 2.4.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1 2 4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 8387.95 8387.95 1.07 False None None False None False 8975.1065 0 2445738 73699 None Item Code 6.32 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 msqm 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. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1561.58 1561.58 7.73 False None None False None False 12071.0134 0 2445739 73699 None Item Code 8.4.1 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix 1 3 (1 cement 3 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. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 384.95 384.95 17.29 False None None False None False 6655.7855 0 2445740 73699 None Item Code 8.7 Providing 15 mm cement plaster with cement mortar 1 3 (1 cement 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 436.19 436.19 61.39 False None None False None False 26777.7041 0 2445741 73699 None Item Code 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 364.69 364.69 78.68 False None None False None False 28693.8092 0 2445742 73699 None Item Code 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1 4 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge.. ( Outside) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 415.93 415.93 80.2 False None None False None False 33357.586 0 2445743 73699 None Item Code 8.79 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer in charge 10mm to 15 mm wide and 8 mm deep groove. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 61.97 61.97 30.45 False None None False None False 1886.9865 0 2445744 73699 None Item Code 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 151.35 151.35 78.68 False None None False None False 11908.218 0 2445745 73699 None Item Code 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm litre and UV resistance as per IS 15489 2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 litre 10 m². Over and including priming coat of exterior primer applied at 0.90 litre 10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 185.92 185.92 80.2 False None None False None False 14910.784 0 2445746 73699 None Item Code 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 63.16 63.16 1.89 False None None False None False 119.3724 0 2445747 73699 None Item Code 8.4.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 137.05 137.05 1.89 False None None False None False 259.0245 0 2445748 73699 None Item Code 15.2 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface Chajjas Sunken portion of WC Bathroom applied at 1.2L per sqm,having tensile strength greater than 1.5N msqm, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer at0.1 L sqm, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 878.35 878.35 83.14 False None None False None False 73026.019 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KATHIGE IN HONALI TALUK, DAVANGERER DISTRICT. (WATER SUPPLY) 612600.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445749 73700 None Item Code 14.28.2.2 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40mm dia pipes, From wash basin waste lines ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 108.56 108.56 30.0 False None None False None False 3256.8 0 2445750 73700 None Item Code 16.7.4 Providing and fixing normal gauge polythene pipes of approved quality with special flange compression type fittings of approved make including trench excavation and refilling etc. for EXTERNAL WORKS with: 50mm nominal bore pipes, From Sink & Urinal lines ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 164.02 164.02 30.0 False None None False None False 4920.6 0 2445751 73700 None Item Code 657 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 145.14 145.14 65.0 False None None False None False 9434.1 0 2445752 73700 None Item Code 647 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 300.9 300.9 100.0 False None None False None False 30090.0 0 2445753 73700 None Item Code13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10mm gap for thermal expansion,(i)the single socketed pipes 75mm diameter ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 232.46 232.46 100.0 False None None False None False 23246.0 0 2445754 73700 None Item Code13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10mm gap for thermal expansion,(i)the single socketed pipes 100mm diameter ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 343.38 343.38 50.0 False None None False None False 17169.0 0 2445755 73700 None Item Code3713 PVC pipe - OD 110mm and 6 Kg/sqcm - (Shaft Drainage) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 702.1 702.1 50.0 False None None False None False 35105.0 0 2445756 73700 None Item Code14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1201.24 1201.24 5.0 False None None False None False 6006.2 0 2445757 73700 None Item Code13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 350.46 350.46 5.0 False None None False None False 1752.3 0 2445758 73700 None Item Code14.22B Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 6781.46 6781.46 4.0 False None None False None False 27125.84 0 2445759 73700 None Item Code14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 585.28 585.28 6.0 False None None False None False 3511.68 0 2445760 73700 None Item Code17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 13244.32 13244.32 3.0 False None None False None False 39732.96 0 2445761 73700 None Item Code14.3.2 KSRB 11-5 : Providing and fixing white vitreous china clay, water closet European type ( Pedestal type, P-trap ) with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 10 litre low level, P.V.C flushing cistern ( all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, overflow arrangements with special and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Specification No. KBS 11 (Item No.- 12.5, Page No.78 CSR 2018-19) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 6849.9 6849.9 3.0 False None None False None False 20549.7 0 2445762 73700 None Item Code20.44.2 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 4185.46 4185.46 3.0 False None None False None False 12556.38 0 2445763 73700 None Item Code14.4.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 15422.59 15422.59 4.0 False None None False None False 61690.36 0 2445764 73700 None Item Code14.11.2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 5996.75 5996.75 2.0 False None None False None False 11993.5 0 2445765 73700 None Item Code14.7.1 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 15mm C.P. brass pillar taps ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 3636.75 3636.75 4.0 False None None False None False 14547.0 0 2445766 73700 None Item Code13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 364.62 364.62 100.0 False None None False None False 36462.0 0 2445767 73700 None Item Code13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 447.21 447.21 150.0 False None None False None False 67081.5 0 2445768 73700 None Item Code13.33.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) 20 mm nominal dia Pipes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 256.06 256.06 50.0 False None None False None False 12803.0 0 2445769 73700 None Item Code13.33.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) 40 mm nominal dia Pipes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 562.86 562.86 50.0 False None None False None False 28143.0 0 2445770 73700 None Item Code 66 Pg.No A-13 Brass bib-cock 15 mm dia ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 247.8 247.8 2.0 False None None False None False 495.6 0 2445771 73700 None Item Code 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank,IS:12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base support for tank. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work l 10.62 10.62 3000.0 False None None False None False 31860.0 0 2445772 73700 None Item Code16.8 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work l 5653.38 5653.38 20.0 False None None False None False 113067.6 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KATHIGE IN HONALI TALUK, DAVANGERER DISTRICT. (ELECTRICAL WORKS) 2036921.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445773 73701 None Item Code 1.2.1 Supplying heavy gauge PVC Conduit pipe dia Mm thick confirming to IS 2509 with suitable size bends, metal/pvc junction boxes,adesive paste etc and running before running before concreting the slab .the conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using pvc end enclosures, run with 185WG GI fish wire wherever necessary. (P.No. 1/.I.No.1.2.1)PWD Electrical SR 2023-24 9/20 mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 77.88 77.88 30.0 False None None False None False 2336.4 0 2445774 73701 None Item Code 1.2.2 Supplying heavy gauge PVC Conduit pipe dia Mm thick confirming to IS 2509 with suitable size bends, metal/pvc junction boxes,adesive paste etc.., and running before concreting the slab .the conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using pvc end enclosures, run with 185WG GI fish wire wherever necessary. (P.No. 1/.I.No.1.2.1)PWD Electrical SR 2023-24 25mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 92.03 92.03 450.0 False None None False None False 41413.5 0 2445775 73701 None Item Code 1.3.1 Supplying heavy gauge pvc conduit pipe dia Mm thick confirming to IS 2509 with suitable size bends ,metal junction boxes, adhesive paste etc by groove cutting in the wall and fixing by bracing Uor Jhooks and cement plastering upto the wall surface and run with 18SWG GI fish wire run thoughout the conduit wherever neccessary (P.No. 1/.I.No.1.3)PWD Electrical SR 2023-24 19/20 mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 80.24 80.24 20.0 False None None False None False 1604.8 0 2445776 73701 None Item Code 1.3.2 Supplying heavy gauge pvc conduit pipe dia Mm thick confirming to IS 2509 with suitable size bends ,metal junction boxes, adhesive paste etc by groove cutting in the wall and fixing by bracing Uor Jhooks and cement plastering upto the wall surface and run with 18SWG GI fish wire run thoughout the conduit wherever neccessary (P.No. 1/.I.No.1.3)PWD Electrical SR 2023-24 25mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 93.22 93.22 300.0 False None None False None False 27966.0 0 2445777 73701 None Item Code 1.5.1 Supplying and fixing PVC/metal conduit Deep junction box (P.No. 1/.I.No.1.5)PWD Electrical SR 2023-24 19/20 mm deep junction box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 57.82 57.82 8.0 False None None False None False 462.56 0 2445778 73701 None Item Code 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box (P.No. 1/.I.No.1.5)PWD Electrical SR 2023-24 25 mm deep junction box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 66.08 66.08 25.0 False None None False None False 1652.0 0 2445779 73701 None Item Code 1.13 Supplying And Fixing Metal Fan Box with Round Hook. (P.No.2/.I.No.1.13) PWD Electrical SR 22-23 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 138.06 138.06 25.0 False None None False None False 3451.5 0 2445780 73701 None Item Code 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(P.No.3/.I.No.2.2) PWD Electrical SR 2023-24 short point upto 3mtr from tapping point to out let via switch box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 317.41 317.41 30.0 False None None False None False 9522.3 0 2445781 73701 None Item Code 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(P.No.3/.I.No.2.2) PWD Electrical SR 2023-24 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 447.21 447.21 40.0 False None None False None False 17888.4 0 2445782 73701 None Item Code 2.2.3 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(P.No.3/.I.No.2.2) PWD Electrical SR 2023-24 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 654.9 654.9 75.0 False None None False None False 49117.5 0 2445783 73701 None Item Code2.2.4 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.(P.No.3/.I.No.2.2) PWD Electrical SR 2023-24 Two outlet in a row, above 3Mtr upto 6Mtr from tapping point to out let via switches. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 798.86 798.86 5.0 False None None False None False 3994.3 0 2445784 73701 None Item Code 2.3.2 Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade multi strand copper with low conductor resistance single core wire in open or consealed system of wiring.as per IS-694:1990 & confirming to latest amendments (P. No.3/ I.No.2.3) PWD Electrical SR 2023-24 1.5 sqmrn ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Mtr 30.68 30.68 750.0 False None None False None False 23010.0 0 2445785 73701 None Item Code 2.3.3 Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade multi strand copper with low conductor resistance single core wire in open or consealed system of wiring.as per IS-694 1990 & confirming to latest amendments (P. No.3/ I.No.2.3) PWD Electrical SR 2023-24 2.5 sqmrn ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Mtr 49.55 49.55 1200.0 False None None False None False 59460.0 0 2445786 73701 None Item Code 2.3.4 Wiring for lighting / power circuit using one of FRLS PVC insulated1100V grade multi strand copper with low conductor resistance single core wire in open or consealed system of wiring.as per IS-694 1990 & confirming to latest amendments (P. No.3/ I.No.2.3) PWD Electrical SR 2023-24 4.0 sqmrn ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 74.33 74.33 400.0 False None None False None False 29732.0 0 2445787 73701 None Item Code 2.6.2 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirmining to table 3 class 5 of IS 8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100Volts as per IS 694-1990 (P.No.4/.I.No.2.6) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 198.23 198.23 100.0 False None None False None False 19823.0 0 2445788 73701 None Item Code 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 1-3Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 187.61 187.61 10.0 False None None False None False 1876.1 0 2445789 73701 None Item Code 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 4-5Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 208.85 208.85 8.0 False None None False None False 1670.8 0 2445790 73701 None Item Code 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 6Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 259.59 259.59 6.0 False None None False None False 1557.54 0 2445791 73701 None Item Code3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 8Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 307.97 307.97 10.0 False None None False None False 3079.7 0 2445792 73701 None Item Code 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 10-12Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 376.41 376.41 18.0 False None None False None False 6775.38 0 2445793 73701 None Item Code 3.4.7 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 16 Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 428.34 428.34 1.0 False None None False None False 428.34 0 2445794 73701 None Item Code 3.4.8 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P. No.5/ I.No.3.4)PWD Electrical SR 2023-24 18Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 417.71 417.71 1.0 False None None False None False 417.71 0 2445795 73701 None Item Code 3.5.2 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 1 to 3 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 189.98 189.98 10.0 False None None False None False 1899.8 0 2445796 73701 None Item Code 3.5.3 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 4 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 206.5 206.5 8.0 False None None False None False 1652.0 0 2445797 73701 None Item Code 3.5.4 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 6 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 276.12 276.12 6.0 False None None False None False 1656.72 0 2445798 73701 None Item Code 3.5.5 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 8 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 335.12 335.12 10.0 False None None False None False 3351.2 0 2445799 73701 None Item Code 3.5.6 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 10-12 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 405.91 405.91 18.0 False None None False None False 7306.38 0 2445800 73701 None Item Code 3.5.7 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 16 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 468.46 468.46 1.0 False None None False None False 468.46 0 2445801 73701 None Item Code 3.5.8 Supplying and fixing superior quality modular switch mounting polycorbonate plate with neceaary supporting back plate with rquired nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. (P. No.5/ I.No.3.5)PWD Electrical SR 2023-24 18 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 539.26 539.26 1.0 False None None False None False 539.26 0 2445802 73701 None Item Code 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6Amps one way. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 120.36 120.36 275.0 False None None False None False 33099.0 0 2445803 73701 None Item Code 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6Amps two way.switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 195.88 195.88 2.0 False None None False None False 391.76 0 2445804 73701 None Item Code 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6Amps 3way socket. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 201.78 201.78 75.0 False None None False None False 15133.5 0 2445805 73701 None Item Code 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 Stepped Fan Regulator. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 421.26 421.26 20.0 False None None False None False 8425.2 0 2445806 73701 None Item Code 3.6.7 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 16Amps one way switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 212.39 212.39 6.0 False None None False None False 1274.34 0 2445807 73701 None Item Code 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6Amps Bell push ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 208.85 208.85 1.0 False None None False None False 208.85 0 2445808 73701 None Item Code 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 32Amps DP switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 384.68 384.68 10.0 False None None False None False 3846.8 0 2445809 73701 None Item Code 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per 3854 and IS 1293. (P. No.5/ I.No.3.6)PWD Electrical SR 2023-24 6/16Amps universal socket ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 278.47 278.47 10.0 False None None False None False 2784.7 0 2445810 73701 None Item Code 3.14.5 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. (P. No.6/ I.No.3.14) PWD Electrical SR 2023-24 6Amps Bakelite ceiling rose ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 92.03 92.03 10.0 False None None False None False 920.3 0 2445811 73701 None Item Code 3.14.6 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. (P. No.6/ I.No.3.14) PWD Electrical SR 2023-24 6 Amps lamp holder ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No. 83.78 83.78 40.0 False None None False None False 3351.2 0 2445812 73701 None Item Code 3.8 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches regulators etc and fixing on existing wooden or metal box using N.F. screws.(P. No.6/ I.No.3.8) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sq CM 0.48 0.48 1000.0 False None None False None False 480.0 0 2445813 73701 None Item Code 3.10.2 Extra for supplying 4mm thick white plastic plate and covering for junction boxes or size 80 mm conduit using necessary machine screws. (P. No.6/ I.No.3.10) PWD Electrical SR 2023-24 80mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 17.7 17.7 10.0 False None None False None False 177.0 0 2445814 73701 None Item Code 3.10.3 Extra for supplying 4mm thick white plastic plate and covering for junction boxes or size ... mm conduit using necessary machine screws. (P. No.6/ I.No.3.10) PWD Electrical SR 2023-24 110mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 24.77 24.77 10.0 False None None False None False 247.7 0 2445815 73701 None Item Code 5.11.3 Supplying of on load change over switches 4 poles,AC-23 Aduty 415V, 50Hz, AC Supply.open execution (P.No.11/.I.No.5.11) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 12184.67 12184.67 1.0 False None None False None False 12184.67 0 2445816 73701 None Item Code 5.15.1 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. (P.No.12/.I.No.5.15)PWD Electrical SR 2023-24 FOUR POLE 100Amps25kA. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 7181.48 7181.48 1.0 False None None False None False 7181.48 0 2445817 73701 None Item Code 5.15.2 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. (P.No.12/.I.No.5.15)PWD Electrical SR 2023-24 125Amps25kA. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 10145.64 10145.64 3.0 False None None False None False 30436.92 0 2445818 73701 None Item Code 5.16 Supplying and fixing of Shunt trip suitable for MCCB.CBCT. (P.No.12/.I.No.5.16)PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2009.54 2009.54 1.0 False None None False None False 2009.54 0 2445819 73701 None Item Code 5.18.4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C type curve indicator on/off energy cross 3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(P.No.13/.I.No.5.18)PWD Electrical SR 2023-24 6-32Amps DP ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 872.02 872.02 6.0 False None None False None False 5232.12 0 2445820 73701 None Item Code 5.18.6 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C type curve indicator on/off energy cross 3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(P.No.13/.I.No.5.18)PWD Electrical SR 2023-24 50-63Amps DP ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1300.36 1300.36 6.0 False None None False None False 7802.16 0 2445821 73701 None Item Code 5.18.7 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C type curve indicator on/off energy cross 3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(P.No.13/.I.No.5.18)PWD Electrical SR 2023-24 6-32Amps TPN ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2026.06 2026.06 8.0 False None None False None False 16208.48 0 2445822 73701 None Item Code 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C type curve indicator on/off energy cross 3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(P.No.13/.I.No.5.18)PWD Electrical SR 2023-24 50-63Amps TPN ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3643.83 3643.83 6.0 False None None False None False 21862.98 0 2445823 73701 None Item Code 5.19.14 Supplying and fixing regula MCB distribution boards on wall / woodboard/flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting etc., made out of 14 SWG MS enclosures. .(P.No.13/.I.No.5.19)PWD Electrical SR 2023-24 II Double Door 12WaySP&N ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 10307.3 10307.3 2.0 False None None False None False 20614.6 0 2445824 73701 None Item Code 5.19.12 Supplying and fixing regular MCB distribution boards on wall / woodboard/flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting etc., made out of 14 SWG MS enclosures. .(P.No.13/.I.No.5.19)PWD Electrical SR 2023-24 II Double Door 6WayTP &N ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 5829.2 5829.2 2.0 False None None False None False 11658.4 0 2445825 73701 None Item Code 5.21 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of pecentage leakage current, programable delay/auto/maunal reset facility suitable to mount on DIN rail/ flush mounting on panel board..(P.No.14/.I.No.5.21)PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 10920.9 10920.9 1.0 False None None False None False 10920.9 0 2445826 73701 None Item Code 5.31 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired..(P.No.14/.I.No.5.31) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 5180.2 5180.2 1.0 False None None False None False 5180.2 0 2445827 73701 None Item Code 5.33 Supplying of multi function digital Meter three line back light LCD type display of voltage, Current, frequency.Power, power factor, KVA, KWH.KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required.with communication port and class 0.5s accuracy.(P.No.14/.I.No.5.33) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 10991.69 10991.69 1.0 False None None False None False 10991.69 0 2445828 73701 None Item Code 5.34 Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accurecy with tape wound . (P.No.14/.I.No.5.34) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 663.16 663.16 3.0 False None None False None False 1989.48 0 2445829 73701 None Item Code 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230 to 440VAC. 50 Hz 12 to24V D.C. (P.No.14/.I.No.5.38) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 607.69 607.69 9.0 False None None False None False 5469.21 0 2445830 73701 None Item Code 5.40.2 Supplying 250 amps rated 3phase with neutral bus bar using requiemed capacity electrolyticaluminium strips covered with heat shrinkable couloured PVC sleeve, mounted on phenolic or FRP or DMC insulator whcih are mounted on powder coated 40x6mm M.S.tlat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls,nuts and washers etc., complete. (P.No.15/.I.No.5.40) PWD Electrical SR 2023-24 250Arnps 4x30x10mm Alluminium Strips ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 4053.29 4053.29 4.0 False None None False None False 16213.16 0 2445831 73701 None Item Code 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. Flat 50x50x6mm with bolts washers etc and painted with 2 coats of red oxide and then two coats of approved paint.(P.No.15/.I.No.5.41) PWD Electrical SR 2023 24 50x50x6mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 466.1 466.1 15.0 False None None False None False 6991.5 0 2445832 73701 None Item Code 5.42.1 Fabricating supplying and mounting MS box made out 14 SWG suitable for floor or wall mounting, fully weatherproof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. ((P.No.15/.I.No.5.42) PWD Electrical SR 2023 24 14SWG ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sq CM 0.59 0.59 135000.0 False None None False None False 79650.0 0 2445833 73701 None Item Code 6.2.1 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete..(P.No.22/.I.No.6.2) PWD Electrical SR 2023-24 12" Sweep (300mm) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3503.41 3503.41 4.0 False None None False None False 14013.64 0 2445834 73701 None Item Code 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.(.(P.No.16/.I.No.5.47) PWD Electrical SR 2023-24 48" Sweep (1200mm) Regular model ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3521.12 3521.12 22.0 False None None False None False 77464.64 0 2445835 73701 None Item Code 6.5.1 Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply..(P.No.23/.I.No.6.5) PWD Electrical SR 22-23 300mm Sweep ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2940.56 2940.56 2.0 False None None False None False 5881.12 0 2445836 73701 None Item Code 8.1 Supplying and drawing UTP-CAT 6E LAN cable.(P.No.27/.I.No.8.1) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work MT 44.83 44.83 110.0 False None None False None False 4931.3 0 2445837 73701 None Item Code 8.4.1 Supplying & Fixing of switch mounting rack with power manager & Cable manager..(P.No.28/.I.No.8.4) PWD Electrical SR 2023-24 4U with 450mm depth ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 5772.55 5772.55 1.0 False None None False None False 5772.55 0 2445838 73701 None Item Code 8.9.4 Supplying fixing of Network Switches PWD Electrical SR 2023-24 8 port 10/100 Switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 17700.0 17700.0 1.0 False None None False None False 17700.0 0 2445839 73701 None Item Code 8.10.1 Supplying & fixing of I/O socket with back box.(P.No.28/.I.No.8.10) PWD Electrical SR 2023-24 Single I/O ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 578.19 578.19 5.0 False None None False None False 2890.95 0 2445840 73701 None Item Code 11.3.2 supplying of feet PVC batten integrated LED tube 20-22 Wattts with high quality diffuser with life of 25000 burning hours and 70 percent lumen maintenance with CRI greater than 80 power input 220v to 240v at 50HZ and power factorgreater than 0.9 along with CE apporved. 2 years warranty aganist any manufacturing defect working under electrical condition (P. No.34/ I.No.11.3.2) PWD Electrical SR 2023-24 LED light fitting 1X4' 20/22 watts ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 814.19 814.19 30.0 False None None False None False 24425.7 0 2445841 73701 None Item Code 11.6.1 Supplying of recess mounting non integral type1'x1' LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI greater than 70percent. efficacy greater than100 lumen per watt, 120degree beam spread, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 and LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should lesser than 5 percent of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20 percent, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition..(P.No.34/.I.No.11.6) PWD Electrical SR 2023-24 LED modular down light 1'x1' 18W ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 3702.83 3702.83 4.0 False None None False None False 14811.32 0 2445842 73701 None Item Code 11.6.5 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 greater than 70 percent. efficacy greater than 100 lumen per watt, 120degree beam spread, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should lesser than 5 percent of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20 percent, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition..(P.No.34/.I.No.11.6) PWD Electrical SR 2023-24LED modular down light 2'x2' /1' X 4' 34 -36watt ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 6959.63 6959.63 4.0 False None None False None False 27838.52 0 2445843 73701 None Item Code 11.8.4 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture withW 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..(P.No.36/.I.No.11.8) PWD Electrical SR 22-23 LED Streetlight 90 Watts ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 10454.8 10454.8 5.0 False None None False None False 52274.0 0 2445844 73701 None Item Code 11.11.2 Supplying & fixing of retrofit type - LED bulb with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per watt, life greater than 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 greater than 0.95, power loss should lesser than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition..(P.No.38/.I.No.11.11) PWD Electrical SR 2023-24 15W, 6500K ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 169.92 169.92 10.0 False None None False None False 1699.2 0 2445845 73701 None Item Code 12.2.2 Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote.(P.No.39/.I.No.12.2) PWD Electrical SR 2023-24 Musical ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 512.12 512.12 1.0 False None None False None False 512.12 0 2445846 73701 None Item Code 13.7.1 Fixing all types and all capacities fluorescent/false ceiling/spot light/ CFL/LED fittings indoor on the wall /ceiling/rafters/girders using 23/ 0.0076" twin twisted PVC insulated wires, required nos of round blocks and clamps (P.No.45/.I.No.13.7.1) On wall/ceiling/Rafter/Girders PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 143.95 143.95 38.0 False None None False None False 5470.1 0 2445847 73701 None Item Code 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose,necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. (P.No.46/.I.No.13.10) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 201.78 201.78 24.0 False None None False None False 4842.72 0 2445848 73701 None Item Code 13.12 Extra length of GI pipe of class B 19mm dia for down rod..(P.No.46/.I.No.13.12) PWD ellectrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Mtr 232.45 232.45 12.0 False None None False None False 2789.4 0 2445849 73701 None Item Code 13.13 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.. (P.No.46/.I.No.13.13) PWD Electrical SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 834.26 834.26 4.0 False None None False None False 3337.04 0 2445850 73701 None Item Code 13.1.2 Supplying and Fixing 32mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires.(P.No.45/.I.No.13.1.1) PWD Electrical SR 2023-24 Using 32mm dia G.I.Pipe ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1233.1 1233.1 5.0 False None None False None False 6165.5 0 2445851 73701 None Item Code 13.18.2 Fixing of 100 A TPST / change over switch / Contactor along with neutral link with screws, bolts, nuts and wiring using required capacity wires and circuit labelling.(P.No.46/.I.No.13.18) PWD Electrical SR 2023-24 100A to 250A TPDT/COS ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 527.45 527.45 1.0 False None None False None False 527.45 0 2445852 73701 None Item Code 1 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 (P.No.01, Sl.NO-1, Material code-200105, .I.No.1.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 8349.68 8349.68 5.0 False None None False None False 41748.4 0 2445853 73701 None Item Code 14 11 kV, Special 3 Pin Cross Arm - GI (P.No.-1, Sl.NO-14, Material code-279020, .I.No.2.04) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 341.02 341.02 4.0 False None None False None False 1364.08 0 2445854 73701 None Item Code 16 LT 4 Pin Cross Arm - GI (P.No.-2, Sl.NO-16, Material code-280014, .I.No.2.06) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 392.94 392.94 2.0 False None None False None False 785.88 0 2445855 73701 None Item Code 32 RCC Pole Clamp - GI(P.No.-2, Sl.NO-32, Material code-280523, .I.No.5.02) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 128.62 128.62 5.0 False None None False None False 643.1 0 2445856 73701 None Item Code 40 Guy Clamp - GI (P.No.-3, Sl.NO-40, Material code-280650, .I.No.5.10) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 135.7 135.7 2.0 False None None False None False 271.4 0 2445857 73701 None Item Code 43 Anchor Rod using 12 mm rounds/Guy Rod - GI (P.No.-3, Sl.NO-43, Material code-280140, .I.No.5.13) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 388.21 388.21 2.0 False None None False None False 776.42 0 2445858 73701 None Item Code 45 GI Fish Plate (P.No.-3, Sl.NO-45, Material code-280800, .I.No.5.15) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 105.02 105.02 2.0 False None None False None False 210.04 0 2445859 73701 None Item Code 52 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) (P.No.-3, Sl.NO-52, Material code-283008, .I.No.6.06) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 241.89 241.89 9.0 False None None False None False 2177.01 0 2445860 73701 None Item Code 53 8 Strain Insulator (P.No.-3, Sl.NO-53, Material code-283158, .I.No.6.07) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 31.86 31.86 8.0 False None None False None False 254.88 0 2445861 73701 None Item Code 54 DISC Insulator 45 kN Porcelain (P.No.-3, Sl.NO-54, Material code-283166, .I.No.6.08) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 601.8 601.8 6.0 False None None False None False 3610.8 0 2445862 73701 None Item Code 59 Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM (P.No.-3, Sl.NO-59, Material code-284108, .I.No.7.02) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 61514.57 61514.57 0.4 False None None False None False 24605.828 0 2445863 73701 None Item Code 60 7/10 SWG Guy Wire (7/3.251 mm Dia), Std Wt: 680 Kg/KM (P.No.-3, Sl.NO-60, Material code-281110, .I.No.8.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work MT 91126.68 91126.68 0.025 False None None False None False 2278.167 0 2445864 73701 None Item Code 61 8 SWG GI Wire (4.064 mm Dia), Std Wt: 131 Kg/KM (P.No.-3, Sl.NO-61, Material code-281008, .I.No.8.02) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work MT 88547.2 88547.2 0.03 False None None False None False 2656.416 0 2445865 73701 None Item Code 105 Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014 63 kVA, Aluminum Wdg, Star 2 (5 Star) (P.No.-7, Sl.NO-105, Material code-321383, .I.No.13.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 125999.21 125999.21 1.0 False None None False None False 125999.21 0 2445866 73701 None Item Code 133 LT Protection Kit (Dwg No. BESCOM/GM/QS&S/10 Dtd 24.11.2018) (P.No.-9, Sl.NO-133, Material code-301107, .I.No.17.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 2387.14 2387.14 1.0 False None None False None False 2387.14 0 2445867 73701 None Item Code 134 LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018 (P.No.06/.I.No .134) BESCOM SR 2023-24PART III ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 26769.48 26769.48 1.0 False None None False None False 26769.48 0 2445868 73701 None Item Code 137 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR (Dwg No. BESCOM/GM/QS&S/26 Dtd 24.10.2007) (P.No.-9, Sl.NO-137, Material code-303202, .I.No.19.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 1085.6 1085.6 1.0 False None None False None False 1085.6 0 2445869 73701 None Item Code 139 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) (P.No.06/.I.No .139) BESCOM SR 2023-24 PART III ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 1261.41 1261.41 1.0 False None None False None False 1261.41 0 2445870 73701 None Item Code 140 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - MS (P.No.-9, Sl.NO-140, Material code-279111, .I.No.21.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 20725.52 20725.52 1.0 False None None False None False 20725.52 0 2445871 73701 None Item Code 166 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) (P.No.-11, Sl.NO-166, Material code-304212, .I.No.24.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 11151.0 11151.0 1.0 False None None False None False 11151.0 0 2445872 73701 None Item Code 171 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - GI (P.No.-9, Sl.NO-171, Material code-279149, .I.No.24.06) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 5111.75 5111.75 1.0 False None None False None False 5111.75 0 2445873 73701 None Item Code 175 Insulated GOS Operating Rods (P.No.08/.I.No .175) BESCOM SR 2023-24PART III(P.No.-12, Sl.NO-175, Material code-503211, .I.No.24.10) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 487.34 487.34 1.0 False None None False None False 487.34 0 2445874 73701 None Item Code 177 11 kV, DOLO Cutout REC Specification (Dwg No. BESCOM/GM/QS&S/20 Dtd 24.11.2018) (P.No.-12, Sl.NO-177, Material code-302021, .I.No.25.02) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 5004.38 5004.38 1.0 False None None False None False 5004.38 0 2445875 73701 None Item Code 178 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. BESCOM/GM/QS&S/35 & 63 Dtd 24.11.2018) (P.No.-12, Sl.NO-178, Material code-279100, .I.No.26.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 7553.17 7553.17 1.0 False None None False None False 7553.17 0 2445876 73701 None Item Code 32 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS 1554 (Part 1) or IS 7098 Part 1, Armouring strip thickness and resistivity as per IS 3975 (P.No.09/.I.No .32) BESCOM SR 2023-24 PART III (a) 16 Sqmm, 4 Core, (11 GI Strips 4 x 0.8 mm) (P.No. 13, Sl.NO-201, Material code-287206, .I.No.32.05) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 167373.56 167373.56 0.12 False None None False None False 20084.8272 0 2445877 73701 None Item Code 32 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS 1554 (Part 1) or IS 7098 Part 1, Armouring strip thickness and resistivity as per IS-3975 (P.No.09/.I.No .32) BESCOM SR 2023-24 PART III (b) 35 Sqmm, 3.5 Core, (14 GI Strips 4 x 0.8 mm) (P.No.-13, Sl.NO-205, Material code-287059, .I.No.32.09) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 181793.16 181793.16 0.2 False None None False None False 36358.632 0 2445878 73701 None Item Code 394 Transparent Alkathine tube 19 mm dia, 2 mm thick in coils of 30 Mtr (P.No.-23, Sl.NO-394, Material code821900, .I.No.52.01) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Coil 610.06 610.06 1.0 False None None False None False 610.06 0 2445879 73701 None Item Code 399 LT 3 Phase, 4 Wire, CT Operated DLMS Complaint ETV Meter-5A, class 0.5s Accuracy (Used for 25 HP/18KW & Above Installations, DTC Metering (P.No.-23, Sl.NO-399, Material code 357519, .I.No.53.05) BESCOM SR 2023-24 PART II ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 4007.27 4007.27 1.0 False None None False None False 4007.27 0 2445880 73701 None Item Code 5.37 Supplying .fixing and wiring heavy duty low voltage capacitors conforming to IS 2834, 3 phase, 400/440 volts grade, for power factor improvement of rotating machinerieslike induction motor.(P.No14/.I.No.5.37) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kvar 566.4 566.4 5.0 False None None False None False 2832.0 0 2445881 73701 None Item Code 31.06 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff (P.No.-52, Sl.NO-174, , .I.No.21.05) BESCOM SR 2023-24 PART II 2.5 to 25 Sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 24645.48 24645.48 0.12 False None None False None False 2957.4576 0 2445882 73701 None Item Code 31.06 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff (P.No.-52, Sl.NO-175, , .I.No.21.06) BESCOM SR 2023-24 PART II 35 to 95 Sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Km 36744.02 36744.02 0.2 False None None False None False 7348.804 0 2445883 73701 None Item Code 6.17 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes ( (P.No.43/ .I.No.6.17)PWD ELECTRICAL SR 2019-20 1.5 sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3.54 3.54 32.0 False None None False None False 113.28 0 2445884 73701 None Item Code 6.17 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes ( (P.No.43/ .I.No.6.17)PWD ELECTRICAL SR 2019-20 6 sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 8.26 8.26 40.0 False None None False None False 330.4 0 2445885 73701 None Item Code 6.17 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes ( (P.No.43/ .I.No.6.17)PWD ELECTRICAL SR 2019-20 35 sqmm long barrel ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 37.76 37.76 32.0 False None None False None False 1208.32 0 2445886 73701 None Item Code 11.2.5 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing). (P.No.142/ .I.No.1/11.2.5) WS&UGD works SR 2023-24 For Medium Duty GI pipe: 40mm dia ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 575.83 575.83 12.0 False None None False None False 6909.96 0 2445887 73701 None Item Code 430A Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 13.39 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (P.No.164/.I.No. P 430A) WS&UGD works SR 2023-24 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Job 4425.0 4425.0 12.0 False None None False None False 53100.0 0 2445888 73701 None Item Code 6.3 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.(P.No.54/.I.No.12.58.2) PWD Electrical SR 2023-24 25x3mm Gl strip ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Mtr 96.75 96.75 30.0 False None None False None False 2902.5 0 2445889 73701 None Item Code 6.3 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.(P.No.54/.I.No.12.58.11) PWD Electrical SR 2023-24 600x600x3mm Copper plate ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 8756.77 8756.77 1.0 False None None False None False 8756.77 0 2445890 73701 None Item Code 1.12 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. (P.No.43/.I.No .1.1.2, Sl.no.-2) BESCOM SR 2023-24 PART IV Hard Soil ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Per Pit 1335.76 1335.76 5.0 False None None False None False 6678.8 0 2445891 73701 None Item Code 1.7.2 Digging of Pit for GUY SET. (P.No.44/.I.No .1.7.2, Sl.no.26) BESCOM SR 2023-24PART IV Hard Soil ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Per Pit 742.21 742.21 2.0 False None None False None False 1484.42 0 2445892 73701 None Item Code 1.8 Providing cement concrete to Poles and Guy sets with material and labour including necessary curing etc., complete (cost doesnot include excavation) (P.No.60/.I.No .1.8.1, SL.no.29) BESCOM SR 2023-24 PART IV Base Concreting with CC 1:4: 8 Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 322.14 322.14 5.0 False None None False None False 1610.7 0 2445893 73701 None Item Code 1.8 Providing cement concrete to Poles and Guy sets with material and labour including necessary curing etc., complete (cost doesnot include excavation) (P.No.60/.I.No .1.8.2, SL.no.32) BESCOM SR 2023-24 PART IV Pole Concreting with CC 1:2:4 (without coping) 9 Mtr support (650x500x1700mm) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3726.43 3726.43 5.0 False None None False None False 18632.15 0 2445894 73701 None Item Code 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth(P.No.44/.I.No .2.02, Sl.NO.-30) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1313.34 1313.34 5.0 False None None False None False 6566.7 0 2445895 73701 None Item Code3.01 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing For 25/63/100 kVA (P.No.44/.I.No .3.01, SL.no.38) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Per Structure 6755.5 6755.5 1.0 False None None False None False 6755.5 0 2445896 73701 None Item Code 2.09 Erection of H-Frame.(P.No.44/.I.No .2.09, SL.no.37)BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 381.14 381.14 1.0 False None None False None False 381.14 0 2445897 73701 None Item Code 5.02 Fixing of 4 Pin cross arm with Insulator and Braces fixing (P.No.45/.I.No 5.02, SL.no.50) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 188.79 188.79 2.0 False None None False None False 377.58 0 2445898 73701 None Item Code 5.03 Fixing of V Shape and Horizontal cross arm including Single Top Support Brace and Insulator fixing (P.No.45/.I.No 5.03, SL.no.51) BESCOM SR2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 303.26 303.26 5.0 False None None False None False 1516.3 0 2445899 73701 None Item Code 7.01 Erection of 25 to 63 kVA Transformer on Transformer Structure .(P.No.66/.I.No 7.01, SL.no.66) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1407.74 1407.74 1.0 False None None False None False 1407.74 0 2445900 73701 None Item Code 11.01 Fixing Metering Box for housing the ETV Meter 3 Phase 4 Wire along with CT's, Meter & wiring for DTC 25/63 kVA TC (P.No.47/.I.No 11.01, SL.no.89) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 2296.27 2296.27 1.0 False None None False None False 2296.27 0 2445901 73701 None Item Code 13.01 Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring (P.No.48/.I.No 13.01, SL.no.96) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 279.65 279.65 3.0 False None None False None False 838.95 0 2445902 73701 None Item Code 13.02 Fixing of GOS including wiring (11 kV Single Break 200 Amps) (P.No.48/.I.No 13.02, SL.no.97) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1302.72 1302.72 1.0 False None None False None False 1302.72 0 2445903 73701 None Item Code 13.07 Fixing of 3 Nos Lightning Arrestor including wiring (P.No.48/.I.No 13.07, SL.no.102) BESCOM SR 2023-24PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 140.42 140.42 1.0 False None None False None False 140.42 0 2445904 73701 None Item Code 15.04 Wiring of 1 Circuit of LT Wiring for for 25/63/100 kVA DTC to the existing LT protection Kit/Distribution Box via metering box. (includes fixing of necessary supports like 2 Pin cross arm, Spacer etc) (P.No.49/.I.No 15.04, SL.no.116) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 1119.82 1119.82 1.0 False None None False None False 1119.82 0 2445905 73701 None Item Code 29.03 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. (P.No.63/.I.No 29.03, ) BESCOM SR 2023-24 PART IV in Hard soil ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 459.02 459.02 25.0 False None None False None False 11475.5 0 2445906 73701 None Item Code 29.07 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr (P.No.63/.I.No .29.07) BESCOM SR 2023-24 PART IV in Hard soil ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 68.44 68.44 25.0 False None None False None False 1711.0 0 2445907 73701 None Item Code 5.1 Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) (P.No.45/.I.No 5.10, SL.no.58) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 313.88 313.88 2.0 False None None False None False 627.76 0 2445908 73701 None Item Code 6.02 Stringing of conductor Rabbit ACSR, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps.(P.No.46/.I.No 6.02, SL.no.65) BESCOM SR 2023-24 PART IV ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Per Km 5145.98 5145.98 0.4 False None None False None False 2058.392 0 2445909 73701 None Item Code 10.1.03 Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. Engine Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and mud is powder coated for weather-proof and long lasting finish. The control panel consists of thion, Engine controls, High and Low AC voltage shut down, Under and Over frequency shutdown / warning, Loss of sensing vol e insulated with fire retardant foam so as to comply with the 75 at 1 mtr sound levels specified by Ministry of Environment & Forest The enclosure has the following features Specially designed to meet stringent MOEF/CPCB norms of 75dBA at 1mtr at 75% load under free field conditions, Two point lifting for easy handling at customer site, Designed to have optimum serviceability, Air inlet louvers specially designed to operate at rated load made on special purpose CNC machines for consistency in quality and workmanship, Powder coated for long lasting service life and superior finish, With UV resistant powder coating, can withstand extreme environment, 25 KVA/20kw ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 532299.18 532299.18 1.0 False None None False None False 532299.18 0 2445910 73701 None Item Code 7.4.3 Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs. with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode (P.No.27/.I.No.7.4) PWD Electrical SR 2023-24 300 Liter capacity- 29 nos Tubes ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 60803.04 60803.04 1.0 False None None False None False 60803.04 0 1707132434000 0 None None Buildings CONSTRUCTION OF PHC AT KATHIGE IN HONALI TALUK, DAVANGERER DISTRICT. (BOREWELL) 542429.77 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445911 73702 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.4 Geophysical investigation of site for sinking Borewell for supplying drinking water to Habitation either through the Handpump, MWS or PWSS by vertical sounding by adopting veener sounding by adopting veener or schlumbergers's including reconassiance of survey of Geological formation,geophysical investigation of existing ground water in the vicinity quality, quantity and acceptability of the user including the location of site,recommended department of casing pipe required to seal the top and consolidated formation including an extra depth of 1.00Mtr in consolidated formation including an extra depth of drilling required to cover full depth of occupier proposed to trap probable yield and other information required including transportation of instrument and accessories to work site engaging technical personnel labour required etc complete as directed by Engineer in charge ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 6239.84 6239.84 1.0 False None None False None False 6239.84 0 2445912 73702 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes Upto 50 Mtrs ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 436.6 436.6 50.0 False None None False None False 21830.0 0 2445913 73702 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes. Above 50 Mtrs and upto 100 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 547.52 547.52 50.0 False None None False None False 27376.0 0 2445914 73702 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes. Above 100 Mtrs and upto 150 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 581.74 581.74 50.0 False None None False None False 29087.0 0 2445915 73702 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes. Above 150 Mtrs and upto 200 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 674.96 674.96 50.0 False None None False None False 33748.0 0 2445916 73702 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes Above 200 Mtrs and upto 250 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 791.78 791.78 50.0 False None None False None False 39589.0 0 2445917 73702 None PWD SR 2023-24, Vol-5, Page No-140, Item No- 12.1. Sinking of borewell of 165 mm dia clear using super fast hydraulic of capasity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 M fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables, etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes) for piped water supply schemes Above 250 Mtrs and upto 285 Mtr. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 873.2 873.2 50.0 False None None False None False 43660.0 0 2445918 73702 None PWD SR 2023-24, Vol-5, Page No-143, Item No- 12.32 Supply Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 2280.94 2280.94 25.0 False None None False None False 57023.5 0 2445919 73702 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.28 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 649.0 649.0 200.0 False None None False None False 129800.0 0 2445920 73702 None PWD SR 2023-24, Vol-5, Page No-143, Item No- 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 177.0 177.0 1.0 False None None False None False 177.0 0 2445921 73702 None PWD SR 2023-24, Vol-5, Page No-143, Item No- 12.34 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 193.52 193.52 1.0 False None None False None False 193.52 0 2445922 73702 None PWD SR 2023-24, Vol-5, Page No-152, Item No- 13.13 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00" - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work No 37921.66 37921.66 1.0 False None None False None False 37921.66 0 2445923 73702 None PWD SR 2023-24, Vol-5, Page No-154, Item No- 13.22 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter Up to 6 HP - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 11210.0 11210.0 1.0 False None None False None False 11210.0 0 2445924 73702 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.29 Supply and delivery at site 50mm(2”) dia heavy duty CI adopter set complete suitable for uPVC Column pipes for Submersible pumpsets. complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 1829.0 1829.0 1.0 False None None False None False 1829.0 0 2445925 73702 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.31 Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Set 47.2 47.2 100.0 False None None False None False 4720.0 0 2445926 73702 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.32 Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions of engineer incharge of work - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Job 7670.0 7670.0 1.0 False None None False None False 7670.0 0 2445927 73702 None PWD SR 2023-24, Vol-5, Page No-155, Item No- 13.33 Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer incharge of work - etc., complete with all lead & lift and work to be executed as per the specification and Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Job 1593.0 1593.0 1.0 False None None False None False 1593.0 0 2445928 73702 None PWD ele SR 2023-24, Vol-6, Page No-7, Item No- 2. Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirmining to table 3 class 5 of IS:8130-1984 and virgin grade PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 & confirming to GTP of GROUP-A(12/2.6.2 3C x 4 mm2 ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Rmtr 198.24 198.24 259.0 False None None False None False 51344.16 0 2445929 73702 None PWD ele SR 2023-24, Vol-6, Page No-15, Item No- 5 Fabricating supplying and mounting MS box made out .SWG suitable for floor I wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete (49/6.40) 16SWG ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sq CM 0.51 0.51 30000.0 False None None False None False 15300.0 0 2445930 73702 None PWD ele SR 2023-24, Vol-6, Page No-15, Item No- 5 Supply and Installation I Fixing I Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase I Three Phase Energy Meter in suitable base plate and having a provision for Fuse I MCB cutout with suitable transparent hinged flap opening for operating MCB along with 10 complete tamper proof SEALING facility. (50/6.42) 600mmx600mmx170mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 17133.6 17133.6 1.0 False None None False None False 17133.6 0 2445931 73702 None PWD ele SR 2023-24, Vol-6, Page No-14, Item No- 5 Supplying and fixing polished wood board made of not less than 15mm thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc. - 500 x 500 x 65 mm (20" x 20" x 2.5") etc., complete as per directions of theEngineer-in-charge ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 384.85 384.85 1.0 False None None False None False 384.85 0 2445932 73702 None PWD ele SR 2023-24, Vol-6, Page No-15, Item No- 5 Supplying and fixing miniature circuit breakers/Isolators on existing MCB distribution boards using necessary fixing materials and wiring complete as directed by the Engineer-in-charge - 5 to 30 Amps Triple and Neutral ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2026.06 2026.06 1.0 False None None False None False 2026.06 0 2445933 73702 None PWD ele SR 2023-24, Vol-6, Page No-14, Item No- 5 Supplying and fixing TPST with neutral link switches rewirable fuse type - Havels / Standard / Indo-Asian Crescent - 30 to 35 Amps, etc., complete as per directions of the Engineer-in-charge ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 2007.18 2007.18 1.0 False None None False None False 2007.18 0 2445934 73702 None PWD ele SR 2023-24, Vol-6, Page No-19, Item No- 5 Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machinery. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 566.4 566.4 1.0 False None None False None False 566.4 0 1707132434000 0 None None Buildings UPGRADATION OF INFRASTRUCTURE FACALITIES TO TLH AT HONALLI IN DAVANGERE DISTRICT (CIVIL WORKS) 13943462.42 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445935 73703 None Item Code 2.4 Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.A In area of light jungle.) etc.complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. (P.No.7, I.No. 2.4,Ref. to MoRT&H Spec.-201, of PWD SR 2023-24 Vol-3) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1363.67 1363.67 4.7 False None None False None False 6409.249 0 2445936 73703 None Item Code 1.13 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.In Ordinary/Soft rock upto 300 mm depthIn Ordinary/Soft rock upto 300 mm depth. etccomplete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. (P.No.8, I.No. 1.13, of PWD SR 2023-24 Vol-1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 439.97 439.97 213.6 False None None False None False 93977.592 0 2445937 73703 None Item Code 1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.1.4.1 In all kinds of soils Depth upto 1.5 m etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. (P.No.5, I.No. 1.4.1, of PWD SR 2023-24 Vol-1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 294.12 294.12 202.32 False None None False None False 59506.3584 0 2445938 73703 None Item Code 1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, onsolidating each deposited layer by ramming and watering,lead up to 50 m and lift upto 1.5 m. etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. (P.No.7, I.No. 1.11, of PWD SR 2023-24 Vol-1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 526.26 526.26 102.19 False None None False None False 53778.5094 0 2445939 73703 None Item Code 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. (P.No.7, I.No. 1.8, of PWD SR 2023-24 Vol-1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 576.09 576.09 904.0 False None None False None False 520785.36 0 2445940 73703 None Item Code 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of achineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) .Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. (P.No.15, I.No. 2.1.3, of PWD SR 2023-24 Vol-1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7279.03 7279.03 120.47 False None None False None False 876904.7441 0 2445941 73703 None Item Code 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. (P.No.15, I.No. 2.2.1, of PWD SR 2023-24 Vol-1) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7641.21 7641.21 72.74 False None None False None False 555821.6154 0 2445942 73703 None Item Code 2.2.1.1 Extra for providing formwork Foundation & Superstructure@ 5% (P.No.17, I.No. 2.2.1.1 of PWD SR 2023-24 Vol-1) etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 382.06 382.06 60.82 False None None False None False 23236.8892 0 2445943 73703 None Item Code 2.2.2.1 Extra for providing formwork Columns & Piers at 10 percent (P.No.A-7, I.No.3 of PWD SR 203-24 Vol-2) 2.2.1.1etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 764.12 764.12 5.08 False None None False None False 3881.7296 0 2445944 73703 None Item Code 2.5.2 Extra for providing formwork Plinth Beam, Cill ,lintel beam Coping,& Roof Beams with Roof slab@ 20% (P.No.17, I.No. 2.5.2 of PWD SR 2021-22 Vol-1) etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 1528.24 1528.24 6.21 False None None False None False 9490.3704 0 2445945 73703 None Item Code 2.11 Supplying, Fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straighting,cutting, bending, hooking, lapping/welding joints,tying with binding wire/ soft annealed steel wire and other ancilary oparations complete as per drawing and technical specifications.(P.No.18, I.No. 2.11a of PWD SR 2023-24 Vol-1) etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Tonne 108726.03 108726.03 1.65 False None None False None False 179397.9495 0 2445946 73703 None Item Code 6.35 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.(P.No.17, I.No. 6.35,of PWD SR 2023-24 Vol-2) etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1592.17 1592.17 173.46 False None None False None False 276177.8082 0 2445947 73703 None Item Code 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).(P.No.9, I.No. 5.2,of PWD SR 2023-24 Vol-2) etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 8043.51 8043.51 40.5 False None None False None False 325762.155 0 2445948 73703 None Item Code 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).(P.No.9, I.No. 5.4,of PWD SR 2023-24 Vol-2) etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Cum 7765.19 7765.19 24.3 False None None False None False 188694.117 0 2445949 73703 None Item Code 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to rick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge..(P.No.41, I.No. 8.3.1 of PWD SR 2023-24 Vol-2) etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 430.25 430.25 932.7 False None None False None False 401294.175 0 2445950 73703 None Item Code 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls at 1.25 ltr/10 m² over and including one coat of Special primer applied at 0.75 ltr /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.(P.No.46, I.No. 8.33.1 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 192.03 192.03 15036.92 False None None False None False 2887539.7476 0 2445951 73703 None Item Code 11.16.1 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.81, I.No. 11.16.1 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kg 165.29 165.29 8100.0 False None None False None False 1338849.0 0 2445952 73703 None Item Code 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. :(P.No.26, I.No. 7.38 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 690.34 690.34 389.32 False None None False None False 268763.1688 0 2445953 73703 None Item Code 7.39.1 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :specification and direction of the Engineer in Charge but excluding the cost of painting with :Ridges plain (500 - 600mm) (P.No.27, I.No. 7.39.1 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 548.14 548.14 16.2 False None None False None False 8879.868 0 2445954 73703 None Item Code 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.48, I.No. 8.40 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 139.77 139.77 1294.46 False None None False None False 180926.6742 0 2445955 73703 None Item Code 20.38 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 m² and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish,all complete as.(P.No.177, I.No. 20.38 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 629.57 629.57 134.45 False None None False None False 84645.6865 0 2445956 73703 None Item Code 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(P.No.50, I.No. 8.51 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 121.53 121.53 134.45 False None None False None False 16339.7085 0 2445957 73703 None Item Code 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed including cost of materials, mortar, labour, curing complete as per specifications.(P.No.64, I.No. 9.30 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 6475.65 6475.65 8.51 False None None False None False 55107.7815 0 2445958 73703 None Item Code 6.8.2 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification).( I.No. 6.8.2,IRC SP 63:2018 Pag no 51 of PWD SR 2023-24 Vol-3)- ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1411.07 1411.07 708.0 False None None False None False 999037.56 0 2445959 73703 None Item Code 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)..(P.No.110, I.No.12.90 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 8184.5 8184.5 508.5 False None None False None False 4161818.25 0 2445960 73703 None Item Code 12.96 Providing & fixing fiber glass reinforced plastic (FRP) Door frame of cross section 90mm x 45mm having single rebate of 32mm x 15mm to recieve shutter of 30mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyster resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The fram,e shall be covered with fiber glass form all sides. MS stay shall be provided at the bottom to steady the frame. (PWD SR 2023-24, Volume -2, Page No-112, Item No-12.96)etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 781.5 781.5 113.85 False None None False None False 88973.775 0 2445961 73703 None Item Code 12.97.1 Providing & fixing to existing door frames, 30mm thick Glass fibre reinforced plastic (FRP)panelled door shutter of required colour and approved brand and manufacture made with fire retardant grade unsaturated polyster resin, moulded to 3mm thick FRP Laminate for forming hollow railsand styles with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings cast monolithi cally with 5mm thick FRP Laminate for panels conforming to IS 14856 Including fixing to frames.12.97.1 30 mm thickness (PWD SR 2023-24, Volume -2, Page No-112, Item No-12.97.1) etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 3894.14 3894.14 25.2 False None None False None False 98132.328 0 2445962 73703 None Item Code 8.58 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.b. 450 mm dia (PWD SR 2023-24, Volume -3, Page No-80, Item No-8.58 b.) etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 1638.35 1638.35 15.0 False None None False None False 24575.25 0 2445963 73703 None Item Code 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm a\ and separate charges for minor T&P's shall not be made) (PWD SR 2023-24, Volume -2, Page No-111, Item No-12.92) etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 7590.17 7590.17 1.75 False None None False None False 13282.7975 0 2445964 73703 None Item Code 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-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 (PWD SR 2023-24, Volume -2, Page No-85, Item No-11.28) etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kg 686.7 686.7 74.4 False None None False None False 51090.48 0 2445965 73703 None Item Code 11.35.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS 733 and IS:1285, fixing with dash fast eners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Alumi nium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/stainless steel screws, all complete as per architectural draw ings and the directions of Engineer-in-charge. (PWD SR 2023-24, Volume -2, Page No-87, Item No-11.35.1.1) etc complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Kg 549.36 549.36 94.46 False None None False None False 51892.5456 0 2445966 73703 None Item Code 11.37.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm ) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR 2023-24, Volume -2, Page No-88, Item No-11.37.1) etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1200.81 1200.81 16.8 False None None False None False 20173.608 0 2445967 73703 None Item Code 11.36.1 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in- charge: Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side including cost of materials, labour, usage charges of machinery complete as per specifications. (PWD SR 2021-22, Volume -2, Page No-89, Item No-11.36.1) etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Sqm 1090.21 1090.21 16.8 False None None False None False 18315.528 0 1707132434000 0 None None Buildings UPGRADATION OF INFRASTRUCTURE FACALITIES TO TLH AT HONALLI IN DAVANGERE DISTRICT (WATER SUPPL)) 434174.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445968 73704 None Item Code 13.33 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain & brass thraded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per directions of engineer in carge. External work (I Code - 13.33, P No-122 of SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 349.28 349.28 50.0 False None None False None False 17464.0 0 2445969 73704 None Item Code 13.5.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore (P.No.117, I.No. 13.5.3 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 391.76 391.76 2.0 False None None False None False 783.52 0 2445970 73704 None Item Code 13.12 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931(P.No.119, I.No. 13.12 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 749.3 749.3 15.0 False None None False None False 11239.5 0 2445971 73704 None Item Code 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g.(P.No.119, I.No. 13.14 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Nos 998.28 998.28 30.0 False None None False None False 29948.4 0 2445972 73704 None Item Code 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests(P.No.131, I.No. 14.1.1 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 5763.12 5763.12 8.0 False None None False None False 46104.96 0 2445973 73704 None Item Code 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid (P.No.131, I.No. 14.3.1 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 7052.86 7052.86 4.0 False None None False None False 28211.44 0 2445974 73704 None Item Code 14.7 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer. (P.No.133, I.No. 14.7.A of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 4862.78 4862.78 8.0 False None None False None False 38902.24 0 2445975 73704 None Item Code 14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm (P.No.128, I.No. 14.32.2 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1201.24 1201.24 20.0 False None None False None False 24024.8 0 2445976 73704 None Item Code 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. (P.No.130, I.No. 14.39 of PWD SR 2021-22 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 230.1 230.1 20.0 False None None False None False 4602.0 0 2445977 73704 None Item Code 14.40.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.(P.No.138, I.No. 14.40.2 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 585.28 585.28 20.0 False None None False None False 11705.6 0 2445978 73704 None Item Code 13.52 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay (non modular) bricks of class designation 3.5.(P.No.126, I.No. 13.52 of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 12467.88 12467.88 4.0 False None None False None False 49871.52 0 2445979 73704 None Item Code 13.53 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5.(P.No.126,I NO 13.53, of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 6657.55 6657.55 6.0 False None None False None False 39945.3 0 2445980 73704 None Item Code 14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.(P.No.133,I NO 14.8, of PWD SR 2023-24 Vol-2) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1679.13 1679.13 14.0 False None None False None False 23507.82 0 2445981 73704 None Item Code 10.2.5 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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.complete for:10.2.5 Pipes of SN4, 200mm dia.(P.No.114,I NO 10.2.5 of PWD SR 2023-24 Vol-5) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 980.58 980.58 110.0 False None None False None False 107863.8 0 1707132434000 0 None None Buildings UPGRADATION OF INFRASTRUCTUREFACALITIES TO TLH AT HONALLI IN DAVANGERE DISTRICT (ELECTRICAL WORKS) 121896.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2445982 73705 None Item Code 1.1.1 Supplying heavy gauge PVC conduit pipe …… dia ..mm thick confirming to IS 2509 with suitable size bends,junction boxes,adhesive paste etc, and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 19/20mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 81.42 81.42 45.0 False None None False None False 3663.9 0 2445983 73705 None Item Code 1.1.2 Supplying heavy gauge PVC conduit pipe …… dia ..mm thick confirming to IS 2509 with suitable size bends,junction boxes,adhesive paste etc, and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws 25mm dia 2mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 95.58 95.58 45.0 False None None False None False 4301.1 0 2445984 73705 None Item Code 1.1.3 Supplying heavy gauge PVC conduit pipe …… dia ..mm thick confirming to IS 2509 with suitable size bends,junction boxes,adhesive paste etc, and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws 32mm dia 2.5mm thick ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 125.08 125.08 30.0 False None None False None False 3752.4 0 2445985 73705 None Item Code 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point up to 3Mtr from tapping point to out let via switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 317.42 317.42 25.0 False None None False None False 7935.5 0 2445986 73705 None Item Code 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 447.22 447.22 30.0 False None None False None False 13416.6 0 2445987 73705 None Item Code 2.2.3 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Point 654.9 654.9 10.0 False None None False None False 6549.0 0 2445988 73705 None Item Code 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 307.98 307.98 5.0 False None None False None False 1539.9 0 2445989 73705 None Item Code 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 376.42 376.42 6.0 False None None False None False 2258.52 0 2445990 73705 None Item Code 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 335.12 335.12 5.0 False None None False None False 1675.6 0 2445991 73705 None Item Code 3.5.6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 405.92 405.92 6.0 False None None False None False 2435.52 0 2445992 73705 None Item Code 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 120.36 120.36 40.0 False None None False None False 4814.4 0 2445993 73705 None Item Code 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 201.78 201.78 20.0 False None None False None False 4035.6 0 2445994 73705 None Item Code 3.6.5 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 400W Dimmer ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 325.68 325.68 16.0 False None None False None False 5210.88 0 2445995 73705 None Item Code 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 30.68 30.68 60.0 False None None False None False 1840.8 0 2445996 73705 None Item Code 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 49.56 49.56 120.0 False None None False None False 5947.2 0 2445997 73705 None Item Code 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 4 sqmm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work m 74.34 74.34 100.0 False None None False None False 7434.0 0 2445998 73705 None Item Code 11.11.3 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 watt, 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 wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 36/40 W ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 1497.42 1497.42 16.0 False None None False None False 23958.72 0 2445999 73705 None Item Code 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) Regular model ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work Each 3521.12 3521.12 6.0 False None None False None False 21126.72 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707132435000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707132435000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707132435000 1 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 Karnataka public Procurement on or before the last date and time of bid submission. None 1707132556000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of Karnataka public Procurement portal due to internet connectivity issues and technical glitches at bidders end None 1707132576000 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 1707132596000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1707132612000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1707132627000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1707132644000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner. None 1707132663000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time. None 1707132684000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1707132848000 0 None None ELIGIBILITY Earnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 45 days beyond the validity of the tender. None 1707132865000 0 None None ELIGIBILITY All formats prescribed in the bid documents shall be filled in complete manner (section 2 & of the bid document)and shall be uploaded properly, signed by tenderer. Necessary certificates shall be uploaded along with the formats wherever required. General documents section can be used for this purpose None 1707132876000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid None 1707132888000 0 None None ELIGIBILITY If the tenderer quotes bid price below the estimated contract value (Amount put to tender) then the tenderer has to submit the additional security deposit equal to the difference in cost and the additional security deposit should have a validity for the period of execution None 1707132904000 0 None None ELIGIBILITY If the numbers of page to be attached in one particular attachment is more, then all the pages can be put into one folder, zipped and then attached or else all the pages can be pasted in one word file and then this word file could be converted to PDF (portable documents format) format and then attached. (Please contract help desk from 9.00 AM to 9.00 PM ( Monday to Saturday) Ph No: 91-8046010000 and 91-8068948777 or send query through Karnataka public procurement portal through query option on or before specified time. None 1707132922000 0 None None ELIGIBILITY The Contractor shall strictly take all reasonable steps to protect the environment on and off the site and to avoid damage or nuisance to persons or to property of the public or others resulting from pollution, noise or other causes arising as a consequence of his methods of operation. None 1707132935000 0 None None ELIGIBILITY Materials like, steel (primary), cement, bitumen etc., required for the work shall be procured by the tenderer themselves and should be got tested positive by the quality control authority before use on the work. None 1707132948000 0 None None ELIGIBILITY Tenderer should have latest GST Registration and latest clearance certificate in their name None 1707132959000 0 None None ELIGIBILITY The Rates quoted by the tenderer shall be inclusive of GST None 1707132971000 0 None None ELIGIBILITY Special Instructions to tenderers - as per bid document None 1707133009000 0 None None ELIGIBILITY The Defects Liability Period is 1 year from the date of completion of the work None 1707133022000 0 None None ELIGIBILITY Total value of Civil Engineering Construction works executed in the and payments received in the last five year i.e., 2018-19, 2019-20, 2020-21 2021-22 & 2023-24 None 1707133036000 0 None None ELIGIBILITY The Tenderers are bound to furnish the original certified documents to the employer within 3 days from the day of opening of technical bid for verification, failing which the bid of tenderer will be considered as technically non responsive. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Clause ITT 3.2(b)To qualify for award of this contract, each Tenderer in his/its name should have in the last five years i.e.(2018-19 to 2022-23)as a prime Contractor. The tenderer should have been Satisfactorily completed at least one Similar work of value not less than Rs.358.00 Lakhs as prime contractor. Note : The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government/ Semi Government/Government undertaking/ autonomous bodies of Government will be considered for the clause 3.2 (b). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by the officer not lessthan the rank of Executive Engineer None None None None To qualify for award of this contract, each Tenderer in his / its name should have in the last five years i.e.(2018-19 to 2022-23)as a prime contractor. Clause 3.2(d) The tenderer or his identified sub contractor should possess required valid electrical license for executing building electrification works issued by KPWD/ Government electrical Inspectorate and should have executed similar Building electrical works totaling Rs.21.00 Lakhs in any one year.Note-The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government/ Semi Government/Government undertaking/ autonomous bodies of Government will be considered for the clause 3.2 (d). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by the officer not lessthan the rank of Executive Engineer None None None None Clause 3.2(c) To qualify for award of this contract, each Tenderer in his/its name should have in the last five years i.e.(2018-19 to 2022-23). Executed in any one year, the following minimum quantities of work Sl. No Description of key items of works Quantity 1)Earthwork Excavation 3599.00 Cum,2)RCC and PCC 1360.00 Cum 3)Cement Concrete Block Masonry/Solid Block Masonry /Load Bearing Wall 2288.00 Sqmtr 4)Flooring/Dadooing(Vitrified/Granite/Ceramic/Cement concrete/cladding/dadooing) 1077.00 Sqmtr, 5)Plastering 6862.00 Sqm,6)Painting 17878.00 Sqm, 6) Galvanised iron profle sheets 311.00 Sqmtr Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate to be issued by the officer not lessthan the rank of Executive Engineer None None None None To qualify for award of this contract, each Tenderer in his / its name should have in the last five years i.e.(2018-19 to 2022-23)as a prime contractor. Clause 3.2(e)The Tenderer or his identified sub contractor should possess valid license for executing water supply/sanitary engineering works issued by BWSSB/ KUWS&DB and should have executed similar building water supply/sanitary engineering works totaling Rs.8.30 Lakhs in any one year. Note-The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government/ Semi Government/Government undertaking/ autonomous bodies of Government will be considered for the clause 3.2 (e). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by the officer not lessthan the rank of Executive Engineer None None None None List of Minimum Key Personnel to be deployed by the contractor at site for Contract work Sl No Position Qualification and Requirement No Of Persons 1)Site Engineer BE Civil with minimum experience of 7 years in the Construction of buildings Or Diploma in Civil Engineering with minimum experience of 10 years in the Construction of buildings and should have been working in permanent role of the organization for at least two years 1 One 2)Electrical Engineer BE Electrical with minimum experience of 5 years in the Construction of buildings Or Diploma in Electrical Engineering with minimum experience of 10 years in the Construction of buildings and should have been working inpermanent role of the organization for at least two years 1 One. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Educational and Experience certificates None None None None PWD Class-I Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Registration Certificate issued by Chief Engineer, PWD. None None None None Clause ITT 3.3 (a)Equipment capacity Each tenderer should further demonstrate(a) available by owning at least 50% of the required/specified key and critical equipment for this work and (b) the remaining 50% can be deployed on ease/hire basis for all works provided, the relevant documents (commitment agreements etc.,) for availability for this work are furnished. Sl.No. Description of Equipment Quantity 1 Min 10 cft capacity Concrete Mixer-3 Nos. Own 2 No. Hire 1 No.2.Steel Centering and shuttering sheets-750 sqmtr Own 375 Sqmtr. Hire 375 Sqmtr. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Tax Invoice/Agreements from the supplier None None None None Clause 3.6 Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated for prime contractor are as under Assessed available tender capacity AxNx1.5- B Where A maximum value of civil engineering works executed in any one year during the last five years 2018-19 to 2022-23 updated to 2023-24 price level taking into account the completed as well as works in progress. N Number of years prescribed for completion of the works for which tenders are invited. B Value, at 2023 24 price level of existing commitments and ongoing works to be completed during the next 09 months. Note The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Ongoing commitments and Bids submitted for the works certificate issued by the officer not lessthan the rank of Executive Engineer None None None None To qualify for award of this contract, each Tenderer in his / its name should have in the last five years i.e. (2018-19 to 2022-23)as a prime contractor. Clause ITT 3.2(a):The tenderer should have been achieved in at least two financial years a minimum annual financial turnover (in all classes of civil Engineering construction works only) of Rs.1429.34 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Certified balance sheet by Chartered Accountant None None None None Clause 3.3(b)Liquid assets and /or availability of credit facilities of not less than Rs.286.00 Lakhs (Credit lines / letter of credit/ certificates from banks for meeting the fund requirement etc.(As per the prescribed format in clause 1.10 of SECTION 3, QUALIFICATION INFORMATION of this document.) as prime Contractor. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate issued by a Scheduled/Nationalised Bank
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate issued by Chartered Accountant True Technical Bid Company Registration Certificate Issued by Chief Engineer, PWD True Technical Bid GST Certificate True Technical Bid EPF & ESI Certificate True Technical Bid Work done certificate issued by not below the rank of Executive Engineer. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1707135443000 version 0 createdDate None modifiedDate None blockNumber Office of the Chief Engineer HFWD Engineering Wing Arogya Soudha 3rd Floor Leprosy Hospital Premises 1st Cross Magadi Road street None city Bengaluru state Karnataka pin 560023
tenderRecallDTO	None