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noticeInvitingTenderDTO	createdTs 1706964978482 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2710.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 16-02-2024 16:00:00 tenderQueryClose 15-02-2024 17:30:00 technicalBidOpen 17-02-2024 16:05:00 publishedDate 08-02-2024 12:19:52 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 14-02-2024 17:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE PWD GADAG splitEmdRequiredYn True emdBankGuarantee 100000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 8372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706964978515 version 9 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT7572 title CONSTRUCTION OF FOUR CLASS ROOM AT GOVT PU COLLEGE LAKSHMESHWAR, GADAG DISTRICT description CONSTRUCTION OF FOUR CLASS ROOM AT GOVT PU COLLEGE LAKSHMESHWAR, GADAG DISTRICT category WORKS categoryText Works ecv 10833080.12 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 13500000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SHI/BD/LXR/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706964979000 0 None None Buildings Sub Estimate - 1 Ground Floor Civil woprks 7651364.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2425994 72811 None VOL 1 Page No 8 Item No 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 95.0 95.0 133.09 False None None False None False 12643.55 0 2425995 72811 None VOL 1 Page No 8 Item No 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 102.0 102.0 372.93 False None None False None False 38038.86 0 2425996 72811 None Vol 1 Page No 9 Item No 1.15.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting depth exceeding 1.5m , but not exceeding 3m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 425.0 425.0 93.23 False None None False None False 39622.75 0 2425997 72811 None VOL 1 Page No 34 Item No 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 266.0 266.0 372.93 False None None False None False 99199.38 0 2425998 72811 None VOL 1 Page No 7 Item No 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 474.0 474.0 227.61 False None None False None False 107887.14 0 2425999 72811 None VOL 1 Page No 15 Item No 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5989.0 5989.0 74.45 False None None False None False 445881.05 0 2426000 72811 None VOL 1 Page No 18 Item No 2.10 c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade, Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6219.0 6219.0 83.99 False None None False None False 522333.81 0 2426001 72811 None VOL 1 Page No 111 Item No 1 Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 497.52 497.52 83.99 False None None False None False 41786.7048 0 2426002 72811 None VOL 1 Page No 18 Item No 2.10 c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade, For Columns upto plinth ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6219.0 6219.0 7.23 False None None False None False 44963.37 0 2426003 72811 None VOL 1 Page No 111 Item No 8 Formwork, Centering & Scaffloding 70% For Columns upto plinth ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4353.3 4353.3 7.23 False None None False None False 31474.359 0 2426004 72811 None VOL 1 Page No 18 Item No 2.10 c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade, For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6219.0 6219.0 13.34 False None None False None False 82961.46 0 2426005 72811 None VOL 1 Page No 111 Item No 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4353.29 4353.29 13.34 False None None False None False 58072.8886 0 2426006 72811 None VOL 1 Page No 18 Item No 2.10 c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade, For Plinth Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6219.0 6219.0 17.72 False None None False None False 110200.68 0 2426007 72811 None VOL 1 Page No 111 Item No 2 Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3109.5 3109.5 17.72 False None None False None False 55100.34 0 2426008 72811 None VOL 1 Page No 18 Item No 2.10 c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade, For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6219.0 6219.0 23.3 False None None False None False 144902.7 0 2426009 72811 None VOL 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Beams & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3731.39 3731.39 23.3 False None None False None False 86941.387 0 2426010 72811 None VOL 1 Page No 18 Item No 2.10 c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade, For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6219.0 6219.0 57.12 False None None False None False 355229.28 0 2426011 72811 None VOL 1 Page No 112 Item No 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3109.5 3109.5 57.12 False None None False None False 177614.64 0 2426012 72811 None VOL 1 Page No 18 Item No 2.10 c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade, For Roof Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6219.0 6219.0 3.86 False None None False None False 24005.34 0 2426013 72811 None VOL 1 Page No 112 Item No 16 Formwork, Centering & Scaffloding 50% For Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3109.5 3109.5 3.86 False None None False None False 12002.67 0 2426014 72811 None VOL 1 Page No 18 Item No 2.10 b Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M20 Grade, For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6102.0 6102.0 2.49 False None None False None False 15193.98 0 2426015 72811 None VOL 1 Page No 111 Item No 1b Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 183.06 183.06 2.49 False None None False None False 455.8194 0 2426016 72811 None VOL 1 Page No 18 Item No 2.10 c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade, Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6219.0 6219.0 0.97 False None None False None False 6032.43 0 2426017 72811 None VOL 1 Page No 112 Item No 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2798.55 2798.55 0.97 False None None False None False 2714.5935 0 2426018 72811 None VOL 1 Page No 18 Item No 2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Work should be carried out as per the direction of engineer incharge of work. t 89457.0 89457.0 20.81 False None None False None False 1861600.17 0 2426019 72811 None Vol 2 Page No 44 Item No 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1238.0 1238.0 25.75 False None None False None False 31878.5 0 2426020 72811 None VOL 2 Page No 9 Item No 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5611.0 5611.0 54.82 False None None False None False 307595.02 0 2426021 72811 None Vol 2 Page No 17 Item No 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1310.0 1310.0 381.66 False None None False None False 499974.6 0 2426022 72811 None VOL 2 Page No 77 Item No 11.5.2 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 flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 4242.0 4242.0 11.52 False None None False None False 48867.84 0 2426023 72811 None Vol 2 Page No 110 Item No 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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware & Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6734.0 6734.0 38.25 False None None False None False 257575.5 0 2426024 72811 None VOL 2 Page No 394 Item No A-24 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 280.0 280.0 38.25 False None None False None False 10710.0 0 2426025 72811 None VOL 2 Page No 86 Item No 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding ---- Work should be carried out as per the direction of engineer incharge of work. Kg 168.0 168.0 2200.13 False None None False None False 369621.84 0 2426026 72811 None Vol 2 Page No 77 Item No 11.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 8276.0 8276.0 8.64 False None None False None False 71504.64 0 2426027 72811 None Vol 2 Page No 41 Item No 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 241.0 241.0 462.72 False None None False None False 111515.52 0 2426028 72811 None VOL 2 Page No 50 Item No 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 ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 100.0 100.0 1005.78 False None None False None False 100578.0 0 2426029 72811 None VOL 2 Page No 41 Item No 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 279.0 279.0 710.54 False None None False None False 198240.66 0 2426030 72811 None VOL 2 Page No 59 Item No 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 800.0 800.0 82.06 False None None False None False 65648.0 0 2426031 72811 None VOL 2 Page No 61 Item No 9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1175.0 1175.0 303.25 False None None False None False 356318.75 0 2426032 72811 None Vol 2 Page No 64 Item No 9.31 Providing and laying Polished Sadarahalli Grey 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 20 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 2085.0 2085.0 175.97 False None None False None False 366897.45 0 2426033 72811 None Vol 2 Page No 85 Item No 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. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 565.0 565.0 196.35 False None None False None False 110937.75 0 2426034 72811 None VOL 2 Page No 46 Item No 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 @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 158.0 158.0 1005.78 False None None False None False 158913.24 0 2426035 72811 None VOL 2 Page No 46 Item No 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 174.0 174.0 710.54 False None None False None False 123633.96 0 2426036 72811 None VOL 2 Page No 47 Item No 8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel 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 Enginer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 176.0 176.0 106.89 False None None False None False 18812.64 0 2426037 72811 None VOL 2 Page No 49 Item No 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 ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 94.0 94.0 48.0 False None None False None False 4512.0 0 2426038 72811 None Vol 2 Page No 64 Item No 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1650.0 1650.0 36.83 False None None False None False 60769.5 0 1706964979000 0 None None Buildings Sub Estimate -2 Terrace Floor 928038.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2426039 72812 None Vol 1 Page No 18 Item No 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 4.95 False None None False None False 31091.8905 0 2426040 72812 None Vol 1 Page No 111 Item No 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4396.83 4396.83 4.95 False None None False None False 21764.3085 0 2426041 72812 None Vol 1 Page No 18 Item No 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 2.13 False None None False None False 13378.9347 0 2426042 72812 None Vol 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3768.71 3768.71 2.13 False None None False None False 8027.3523 0 2426043 72812 None Vol 1 Page No 18 Item No 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 3.83 False None None False None False 24056.9577 0 2426044 72812 None Vol 1 Page No 112 Item No 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3140.59 3140.59 3.83 False None None False None False 12028.4597 0 2426045 72812 None Vol 1 Page No 18 Item No 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 0.66 False None None False None False 4145.5854 0 2426046 72812 None Vol 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3768.71 3768.71 0.66 False None None False None False 2487.3486 0 2426047 72812 None Vol 1 Page No 18 Item No 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 0.37 False None None False None False 2324.0403 0 2426048 72812 None Vol 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 188.43 188.43 0.37 False None None False None False 69.7191 0 2426049 72812 None Vol 1 Page No 18 Item No 2.10.c Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6281.19 6281.19 0.11 False None None False None False 690.9309 0 2426050 72812 None Vol 1 Page No 112 Item No 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2826.53 2826.53 0.11 False None None False None False 310.9183 0 2426051 72812 None Vol 1 Page No 18 Item No 2.11.a Steel Fabrication: 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 ---- Work should be carried out as per the direction of engineer incharge of work. t 90351.57 90351.57 1.81 False None None False None False 163536.3417 0 2426052 72812 None Vol 2 Page No 17 Item No 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1323.1 1323.1 153.87 False None None False None False 203585.397 0 2426053 72812 None Vol 2 Page No 86 Item No 11.34B 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 openings wooden frames with rawl plugs screws etc ---- Work should be carried out as per the direction of engineer incharge of work. Kg 184.83 184.83 47.25 False None None False None False 8733.2175 0 2426054 72812 None Vol 2 Page No 77 Item No 11.5.2 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 flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 4284.42 4284.42 4.77 False None None False None False 20436.6834 0 2426055 72812 None Vol 2 Page No 41 Item No 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 243.41 243.41 58.61 False None None False None False 14266.2601 0 2426056 72812 None Vol 2 Page No 50 Item No 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 101.0 101.0 103.46 False None None False None False 10449.46 0 2426057 72812 None Vol 2 Page No 41 Item No 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 297.95 297.95 307.34 False None None False None False 91571.953 0 2426058 72812 None Vol 2 Page No 151 Item No 15.11 Newly Constructed Roof/Bathroom/Toilet/balcony/utility with Cementatius Waterproof coating - Below 500 m2Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid : 7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @2.2kg/m 2 in 2 coats to achieve 1.2mm DFT, having Elongation at break 120% as per ASTMD 412, Tensile strength 1N/mm2as per ASTM D 412, Adhesion strength: 0.80N/mm2as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 530.25 530.25 421.9 False None None False None False 223712.475 0 2426059 72812 None Vol 2 Page No 46 Item No 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 @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 159.58 159.58 103.46 False None None False None False 16510.1468 0 2426060 72812 None Vol 2 Page No 46 Item No 8.32 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 175.74 175.74 307.34 False None None False None False 54011.9316 0 2426061 72812 None VOL 2 Page No 47 Item No 8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel 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 Enginer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 177.76 177.76 4.77 False None None False None False 847.9152 0 1706964979000 0 None None Buildings sub estimate - 3 Water supply & Sanitary works 203294.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2426062 72813 None Vol 2 Page No 120 Item No 13.20.2 Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms ---- Work should be carried out as per the direction of engineer incharge of work. Nos 314.0 314.0 8.0 False None None False None False 2512.0 0 2426063 72813 None Vol 2 Page No 133 Item No 14.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers ---- Work should be carried out as per the direction of engineer incharge of work. Nos 4113.0 4113.0 8.0 False None None False None False 32904.0 0 2426064 72813 None Vol 2 Page No 133 Item No 14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1423.0 1423.0 8.0 False None None False None False 11384.0 0 2426065 72813 None Vol 2 Page No 122 Item No 13.31.6 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 781.0 781.0 90.0 False None None False None False 70290.0 0 2426066 72813 None Vol 2 Page No 117 Item No 13.4.4 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore ---- Work should be carried out as per the direction of engineer incharge of work. Nos 855.0 855.0 10.0 False None None False None False 8550.0 0 2426067 72813 None Vol 2 Page No 118 Item No 13.8.2.2 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore ---- Work should be carried out as per the direction of engineer incharge of work. Nos 110.0 110.0 10.0 False None None False None False 1100.0 0 2426068 72813 None Vol 2 Page No 123 Item No 13.34 Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank ---- Work should be carried out as per the direction of engineer incharge of work. l 9.0 9.0 2000.0 False None None False None False 18000.0 0 2426069 72813 None Vol 5 Page No A-44 Item No 660 PVC pipes of 8 Kg/cm2 for 140mm(3.097) ---- Work should be carried out as per the direction of engineer incharge of work. m 456.0 456.0 23.0 False None None False None False 10488.0 0 2426070 72813 None Vol 5 Page No A-44 Item No 664 PVC pipes of 10 Kg/cm2 for 200mm ---- Work should be carried out as per the direction of engineer incharge of work. m 1155.0 1155.0 30.0 False None None False None False 34650.0 0 2426071 72813 None Vol 2 Page No 125 Item No 13.49 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 568.0 568.0 23.0 False None None False None False 13064.0 0 2426072 72813 None Vol 2 Page No 120 Item No 13.22.1.2 Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia ---- Work should be carried out as per the direction of engineer incharge of work. Nos 44.0 44.0 8.0 False None None False None False 352.0 0 1706964979000 0 None None Buildings Sub Estimate- 4 Furniture for classrom and Ro water plant 1168106.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2426073 72814 None GEM PRODUCT ID 5116877-4599573958 SRI GOLJU FURNITURE INDUSTRIES (INDIA) Three seater classroom desk drawing ---- Work should be carried out as per the direction of engineer incharge of work. No 10593.22 10593.22 92.0 False None None False None False 974576.24 0 2426074 72814 None KSFIC.DWD-116 Steel S type office chair: Teak wood handle.Chair using 16g round pipe and 18g sheet Perforated sheet with arm ---- Work should be carried out as per the direction of engineer incharge of work. No 4060.0 4060.0 8.0 False None None False None False 32480.0 0 2426075 72814 None KSFIC.DWD-117 Steel office table: of size 5'x2.5' or 5'x3' steel frame with novapan ply with sunmica top with teak wood beeding 3 drawers on one side another side one cabinet using 16G pipe and box 18 gauge. ---- Work should be carried out as per the direction of engineer incharge of work. No 14650.0 14650.0 4.0 False None None False None False 58600.0 0 2426076 72814 None KSFIC.DWD-089 Notice Board: Of size 3'x2' using 18mm plywood for body, back 8mm plywood and 12mm soft board with cloth. And 5mm plain glass for door with lock, and alluminium chanal with teak wood beading. Outerside laminated sheet or veneer with polish, inner side paint or polish. ---- Work should be carried out as per the direction of engineer incharge of work. No 8450.0 8450.0 1.0 False None None False None False 8450.0 0 2426077 72814 None Vol 5 (WS & UGD) item no -21.1.3 Page No- 247 Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailedspecification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components ---- Work should be carried out as per the direction of engineer incharge of work. No 94000.0 94000.0 1.0 False None None False None False 94000.0 0 1706964979000 0 None None Buildings Sub estimate -5 Internal Electrification 882276.88 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2426078 72815 None Vol 6 Page No 2 of 105 Item No 1.2.1 Supplying heavy gauge PVC conduit pipe mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 66.0 66.0 120.0 False None None False None False 7920.0 0 2426079 72815 None Vol 6 Page No 2 of 105 Item No 1.2.2 Supplying heavy gauge PVC conduit pipe mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 78.0 78.0 60.0 False None None False None False 4680.0 0 2426080 72815 None Vol 6 Page No 2 of 105 Item No 1.5.1 Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box ---- Work should be carried out as per the direction of engineer incharge of work. Each 49.0 49.0 120.0 False None None False None False 5880.0 0 2426081 72815 None Vol 6 Page No 3 of 105 Item No 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box ---- Work should be carried out as per the direction of engineer incharge of work. Each 56.0 56.0 60.0 False None None False None False 3360.0 0 2426082 72815 None Vol 6 Page No 2 of 105 Item No 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 68.0 68.0 90.0 False None None False None False 6120.0 0 2426083 72815 None Vol 6 Page No 2 of 105 Item No 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 79.0 79.0 90.0 False None None False None False 7110.0 0 2426084 72815 None Vol 6 Page No 4 of 105 Item No 1.12 Supplying And Fixing Metal Fan Box with Round Hook. Supplying And Fixing Metal Fan Box with Round Hook. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 160.0 160.0 24.0 False None None False None False 3840.0 0 2426085 72815 None Vol 6 Page No 5 of 105 Item No 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping 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. Short point upto 3m from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 269.0 269.0 60.0 False None None False None False 16140.0 0 2426086 72815 None Vol 6 Page No 5 of 105 Item No 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping 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. Medium point above 3m upto 6m from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 379.0 379.0 60.0 False None None False None False 22740.0 0 2426087 72815 None Vol 6 Page No 8 of 105 Item No 3.4.1 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 1-2 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 138.0 138.0 60.0 False None None False None False 8280.0 0 2426088 72815 None Vol 6 Page No 8 of 105 Item No 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 4-5 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 177.0 177.0 20.0 False None None False None False 3540.0 0 2426089 72815 None Vol 6 Page No 8 of 105 Item No 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 6 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 220.0 220.0 12.0 False None None False None False 2640.0 0 2426090 72815 None Vol 6 Page No 8 of 105 Item No 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 ---- Work should be carried out as per the direction of engineer incharge of work. Each 261.0 261.0 12.0 False None None False None False 3132.0 0 2426091 72815 None Vol 6 Page No 8 of 105 Item No 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.1 to 2 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 137.0 137.0 15.0 False None None False None False 2055.0 0 2426092 72815 None Vol 6 Page No 8 of 105 Item No 3.5.3 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. 4 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 175.0 175.0 15.0 False None None False None False 2625.0 0 2426093 72815 None Vol 6 Page No 8 of 105 Item No 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 234.0 234.0 8.0 False None None False None False 1872.0 0 2426094 72815 None Vol 6 Page No 8 of 105 Item No 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 ---- Work should be carried out as per the direction of engineer incharge of work. Each 284.0 284.0 8.0 False None None False None False 2272.0 0 2426095 72815 None Vol 6 Page No 9 of 105 Item No 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 102.0 102.0 40.0 False None None False None False 4080.0 0 2426096 72815 None Vol 6 Page No 9 of 105 Item No 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 166.0 166.0 20.0 False None None False None False 3320.0 0 2426097 72815 None Vol 6 Page No 9 of 105 Item No 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket ---- Work should be carried out as per the direction of engineer incharge of work. Each 171.0 171.0 20.0 False None None False None False 3420.0 0 2426098 72815 None Vol 6 Page No 9 of 105 Item No 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 357.0 357.0 24.0 False None None False None False 8568.0 0 2426099 72815 None Vol 6 Page No 9 of 105 Item No 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Bell Push ---- Work should be carried out as per the direction of engineer incharge of work. Each 177.0 177.0 3.0 False None None False None False 531.0 0 2426100 72815 None Vol 6 Page No 9 of 105 Item No 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 326.0 326.0 8.0 False None None False None False 2608.0 0 2426101 72815 None Vol 6 Page No 9 of 105 Item No 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket ---- Work should be carried out as per the direction of engineer incharge of work. Each 236.0 236.0 8.0 False None None False None False 1888.0 0 2426102 72815 None Vol 6 Page No 9 of 105 Item No 3.10.2 Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size . mm conduit using necessary machine screws. 80/90 mm ---- Work should be carried out as per the direction of engineer incharge of work. No 15.0 15.0 60.0 False None None False None False 900.0 0 2426103 72815 None Vol 6 Page No 9 of 105 Item No 3.10.3 Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size ...... mm conduit using necessary machine screws. 110 mm ---- Work should be carried out as per the direction of engineer incharge of work. No 21.0 21.0 60.0 False None None False None False 1260.0 0 2426104 72815 None Vol 6 Page No 5 of 105 Item No 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 mm2 ---- Work should be carried out as per the direction of engineer incharge of work. m 26.0 26.0 300.0 False None None False None False 7800.0 0 2426105 72815 None Vol 6 Page No 5 of 105 Item No 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 mm2 ---- Work should be carried out as per the direction of engineer incharge of work. m 42.0 42.0 240.0 False None None False None False 10080.0 0 2426106 72815 None Vol 6 Page No 5 of 105 Item No 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 mm2 ---- Work should be carried out as per the direction of engineer incharge of work. m 63.0 63.0 200.0 False None None False None False 12600.0 0 2426107 72815 None Vol 6 Page No 5 of 105 Item No 2.3.5 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. 6 mm2 ---- Work should be carried out as per the direction of engineer incharge of work. m 92.0 92.0 200.0 False None None False None False 18400.0 0 2426108 72815 None Vol 6 Page No 14 of 105 Item No 5.7.4 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 100 A ---- Work should be carried out as per the direction of engineer incharge of work. Each 691.0 691.0 4.0 False None None False None False 2764.0 0 2426109 72815 None Vol 6 Page No 17 of 105 Item No 5.18.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A SP ---- Work should be carried out as per the direction of engineer incharge of work. Each 415.0 415.0 4.0 False None None False None False 1660.0 0 2426110 72815 None Vol 6 Page No 17 of 105 Item No 5.18.4 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DP ---- Work should be carried out as per the direction of engineer incharge of work. Each 739.0 739.0 4.0 False None None False None False 2956.0 0 2426111 72815 None Vol 6 Page No 17 of 105 Item No 5.18.6 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63 Amps DP ---- Work should be carried out as per the direction of engineer incharge of work. Each 1102.0 1102.0 4.0 False None None False None False 4408.0 0 2426112 72815 None Vol 6 Page No 17 of 105 Item No 5.18. 7 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps TPN ---- Work should be carried out as per the direction of engineer incharge of work. Each 1717.0 1717.0 4.0 False None None False None False 6868.0 0 2426113 72815 None Vol 6 Page No 18 of 105 Item No 5.19.7 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 6 Way SP & N ---- Work should be carried out as per the direction of engineer incharge of work. Each 1791.0 1791.0 2.0 False None None False None False 3582.0 0 2426114 72815 None Vol 6 Page No 18 of 105 Item No 5.19.13 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 8 Way TP & N ---- Work should be carried out as per the direction of engineer incharge of work. Each 6091.0 6091.0 2.0 False None None False None False 12182.0 0 2426115 72815 None Vol 6 Page No 17 of 105 Item No 5.15.9 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. 100 A 25 kA ---- Work should be carried out as per the direction of engineer incharge of work. Each 8487.0 8487.0 1.0 False None None False None False 8487.0 0 2426116 72815 None Vol 6 Page No 17 of 105 Item No 5.15.11 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. 160 A 25 kA ---- Work should be carried out as per the direction of engineer incharge of work. Each 13447.0 13447.0 1.0 False None None False None False 13447.0 0 2426117 72815 None Vol 6 Page No 18 of 105 Item No 5.20.1 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 16-25 A 2 pole ---- Work should be carried out as per the direction of engineer incharge of work. Each 4277.0 4277.0 4.0 False None None False None False 17108.0 0 2426118 72815 None Vol 6 Page No 18 of 105 Item No 5.20.5 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 63 A 4 pole ---- Work should be carried out as per the direction of engineer incharge of work. Each 5258.0 5258.0 4.0 False None None False None False 21032.0 0 2426119 72815 None Vol 6 Page No 15 of 105 Item No 5.12.1 Supplying of on load change over switches 4 poles, AC 23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) 63 A ---- Work should be carried out as per the direction of engineer incharge of work. Each 6881.0 6881.0 4.0 False None None False None False 27524.0 0 2426120 72815 None Vol 6 Page No 30 of 105 Item No 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model ---- Work should be carried out as per the direction of engineer incharge of work. Each 2984.0 2984.0 24.0 False None None False None False 71616.0 0 2426121 72815 None Vol 6 Page No 57 of 105 Item No 13.11 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. ---- Work should be carried out as per the direction of engineer incharge of work. Each 315.0 315.0 24.0 False None None False None False 7560.0 0 2426122 72815 None Vol 6 Page No 57 of 105 Item No 13.12 Extra length of GI pipe of class B 19mm dia for down rod. ---- Work should be carried out as per the direction of engineer incharge of work. m 197.0 197.0 24.0 False None None False None False 4728.0 0 2426123 72815 None Vol 6 Page No 43 of 105 Item No 11.3.1 Supplying of .....feet -PVC Batten with integrated LED tube ....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W ---- Work should be carried out as per the direction of engineer incharge of work. Each 551.0 551.0 24.0 False None None False None False 13224.0 0 2426124 72815 None Vol 6 Page No 43 of 105 Item No 11.3.2 Supplying of .....feet -PVC Batten with integrated LED tube ....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 W ---- Work should be carried out as per the direction of engineer incharge of work. Each 690.0 690.0 28.0 False None None False None False 19320.0 0 2426125 72815 None Vol 6 Page No 10 of 105 Item No 3.14.6 Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Lamp Holder ---- Work should be carried out as per the direction of engineer incharge of work. No 71.0 71.0 10.0 False None None False None False 710.0 0 2426126 72815 None Vol 6 Page No 47 of 105 Item No 11.11.7 Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 18W, 6500K ---- Work should be carried out as per the direction of engineer incharge of work. Each 426.0 426.0 10.0 False None None False None False 4260.0 0 2426127 72815 None Vol 6 Page No 44 of 105 Item No 11.4.3 Supplying of recess mounting non integrated type LED down light...... W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clA, LED of Power/COB with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 15-18W ---- Work should be carried out as per the direction of engineer incharge of work. Each 1671.0 1671.0 10.0 False None None False None False 16710.0 0 2426128 72815 None Vol 6 Page No 56 of 105 Item No 13.7.1 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. On wall/ ceiling / Rafter / Girders ---- Work should be carried out as per the direction of engineer incharge of work. Each 122.0 122.0 82.0 False None None False None False 10004.0 0 2426129 72815 None Vol 6 Page No 56 of 105 Item No 11.8.8 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 @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency1301m/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 LED Streetlight 200watt ---- Work should be carried out as per the direction of engineer incharge of work. No 19094.0 19094.0 4.0 False None None False None False 76376.0 0 2426130 72815 None Vol 6 Page No 18 of 105 Item No 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 percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. ---- Work should be carried out as per the direction of engineer incharge of work. Each 9255.0 9255.0 2.0 False None None False None False 18510.0 0 2426131 72815 None Vol 6 Page No 19 of 105 Item No 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter ---- Work should be carried out as per the direction of engineer incharge of work. Each 1425.0 1425.0 2.0 False None None False None False 2850.0 0 2426132 72815 None Vol 6 Page No 19 of 105 Item No 5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. ---- Work should be carried out as per the direction of engineer incharge of work. Each 562.0 562.0 2.0 False None None False None False 1124.0 0 2426133 72815 None Vol 6 Page No 19 of 105 Item No 5.35 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. ---- Work should be carried out as per the direction of engineer incharge of work. Each 5705.0 5705.0 2.0 False None None False None False 11410.0 0 2426134 72815 None Vol 6 Page No 19 of 105 Item No 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ---- Work should be carried out as per the direction of engineer incharge of work. Each 515.0 515.0 2.0 False None None False None False 1030.0 0 2426135 72815 None Vol 6 Page No 20 of 105 Item No 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips ---- Work should be carried out as per the direction of engineer incharge of work. m 2465.0 2465.0 2.0 False None None False None False 4930.0 0 2426136 72815 None Vol 6 Page No 20 of 105 Item No 5.42.2 Fabricating supplying and mounting MS box made out ...SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16 SWG ---- Work should be carried out as per the direction of engineer incharge of work. Sq CM 0.43 0.43 30000.0 False None None False None False 12900.0 0 2426137 72815 None Vol 6 Page No 13 of 81 Item No 32.11 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 50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) ---- Work should be carried out as per the direction of engineer incharge of work. Km 178973.0 178973.0 0.6 False None None False None False 107383.8 0 2426138 72815 None Vol I Item No 1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m In Ordinary Soil ---- Work should be carried out as per the direction of engineer incharge of work. Cum 262.0 262.0 30.0 False None None False None False 7860.0 0 2426139 72815 None Vol 6 Page No 20 of 105 Item No 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40 x 40 x 6 mm ---- Work should be carried out as per the direction of engineer incharge of work. m 305.0 305.0 15.0 False None None False None False 4575.0 0 2426140 72815 None Vol 6 Page No 20 of 105 Item No 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 50 x 50 x 6 mm ---- Work should be carried out as per the direction of engineer incharge of work. m 395.0 395.0 15.0 False None None False None False 5925.0 0 2426141 72815 None Vol 6 Page No 23 of 81 Item No 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified ---- Work should be carried out as per the direction of engineer incharge of work. No 2172.0 2172.0 4.0 False None None False None False 8688.0 0 2426142 72815 None Vol 6 Page No 23 of 81 Item No 51.05 Bentonite clay slurry for earthing in 50 Kg Bag ---- Work should be carried out as per the direction of engineer incharge of work. Bag 368.0 368.0 4.0 False None None False None False 1472.0 0 2426143 72815 None Vol 6 Page No 22 of 81 Item No 51.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each ---- Work should be carried out as per the direction of engineer incharge of work. No 676.0 676.0 4.0 False None None False None False 2704.0 0 2426144 72815 None Vol 6 Page No 22 of 81 Item No 51.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag ---- Work should be carried out as per the direction of engineer incharge of work. Bag 310.0 310.0 4.0 False None None False None False 1240.0 0 2426145 72815 None GeM rate(product id:5116877-85947074813) BenQ Standard Throw (0.91 to 2.5) Multimedia Projector (MMP) With 1280x 800 (WXGA) Resolution BenQR (LW500) ---- Work should be carried out as per the direction of engineer incharge of work. No 37397.45 37397.45 4.0 False None None False None False 149589.8 0 2426146 72815 None GeM rate(product id:5116877-65934039877) Unbranded Projector Screen 180 Inches ---- Work should be carried out as per the direction of engineer incharge of work. No 3474.57 3474.57 4.0 False None None False None False 13898.28 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706964980000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706964980000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706964980000 2 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 kppp on or before the last date and time of bid submission. None 1706965278000 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 kppp portal due to internet connectivity issues and technical glitches at bidders end None 1706965282000 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 1706965286000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1706965290000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1706965294000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. None 1706965299000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thiry first day of March of succeeding year(both days inclusive) None 1706965304000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1706965309000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1706965314000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1706965318000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kpp portal None 1706965323000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1706965327000 0 None None ELIGIBILITY All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. None 1706965332000 0 None None ELIGIBILITY The items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1706965336000 0 None None ELIGIBILITY Physical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014 None 1706965341000 0 None None ELIGIBILITY Department will not supply any materials. None 1706965345000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1706965350000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Gadag during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1706965355000 0 None None ELIGIBILITY Epayment Challan should be Scanned None 1706965359000 0 None None ELIGIBILITY The Tenderer must be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening. None 1706965364000 0 None None ELIGIBILITY As per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. None 1706965369000 0 None None ELIGIBILITY THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA.ANY JUNK ,SURPLUS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTION. None 1706965373000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria mentioned in the next section None 1706965377000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1706965381000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1706965386000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time. None 1706965390000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes (excluding GST) as per prevailing Government Orders None 1706965395000 0 None None ELIGIBILITY Work Completion/Execution Period : 11 Months. None 1706965398000 0 None None ELIGIBILITY The Project Completion period is 11 months and the Tenderer should maintain work during the defect liability period, which is (1) one year after successful completion of the work. None 1706965403000 0 None None ELIGIBILITY Star rates are applicable, As per the Government Circular No. PWD 159 CRM 2009 Bangalore dated 30-9-2010 None 1706965407000 0 None None ELIGIBILITY Bidder Should Carry out the Electrical works As per instruction of Site Eng of PWD and HESCOM . The bidder Should get the necessary approvals required for execution of electrical works from HESCOM dept & electrical inspector. Any necessary deposits & supervision charges will be borne by the department, if paid by the bidder it will be reimbursed. None 1706965412000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work1)Earthwork-959.83 Cum 2)Concrete work (Including PCC/RCC)-237.21 Cum 3)Steel-18.09 Tonne 4)Solid blocks/BBM/UCR/SSM-129.53 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise work done certificate None None None None 3.2(b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20 ,and 2020-21,2021-22,2022-23 Satisfactorily completed as prime contractor, at least one similar work such as Construction of Building Works of value not less than Rs 54.17 lakhs Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx1.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (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 -0.916 Year.B-Value at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.916 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor Others -- Calculation sheet on letter head createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Assessment on the Letter Head of the Tenderer None None None None 3.3 a Each Tenderer should further demonstrate :As per this note, each tenderer should demonstrate availability of few key equipments /machinery for execution of the work . However as per Govt circular no GO-FD/AE 263/EXP12-2022 dt-11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification.Sl No. Name of machinery 1)Excavator JCB / Hitachi 2)Tippers3)Concrete Batching Plant4)Water Tanker5)Shuttering Materials6)Transit Mixers7)Selfloading Moblie Concrete Batching Plant of min 2 cum capacity Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- list of machinery None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. , 2018-19, 2019-20,2020-21,2021-22 & 2022-23 , (a) acheived in at least two financial years a minimum financial turnover of Rs. 216.66 lakhs (in all classes of civil engineering construction works only) 33.( As per GOVT Circuler No PW 60 CRM 2021 Bangaluru Dtd-08-11-2021) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information on the Letter Head of the tenderer None None None None Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Statement on the Letter head of the tenderer None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 29.55 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The EMD of Rs.2,00,000.00 shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2)1,00,000.00 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- EMD Details None None None None List of existing commitments and ongoing works Others List of existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works 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 Others on letter head createdTs version createdDate modifiedDate documentName None None None None Others -- on letter head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Others Assessed Tender Capacity shall be more than the Tendered Amount createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Tender Capacity shall be more than the Tendered Amount None None None None Banker Details for reference Others Others -- Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Banker Details for reference None None None None Information on litigation in which the Tender is involved. Others Others -- Information on litigation in which the Tender is involved. createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information on litigation in which the Tender is involved. None None None None Information of the works for which Tender acceptance letters are received. Others Information of the works for which Tender acceptance letters are received. createdTs version createdDate modifiedDate documentName None None None None Others -- Information of the works for which Tender acceptance letters are received.
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor PWD Registration Certificate True Technical Bid Satisfactorily completed as prime contractor, at least one similar work done certificate. True Technical Bid LOC should be preescribed formate-2,if not then the tender will not be accepted True Technical Bid Bid capacity on the contractor letter head True Technical Bid Other related documents True Technical Bid Quantity wise workdone certificate. True Technical Bid Present Postal address and phone number of the Contractor is Complusory. True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Gadag Lakshmeshwara Dharwad South SHIRHATTI GOVT PU COLLEGE LAKSHMESHWAR, GADAG DISTRICT. 15 6 36 75 28 36 Buildings Gadag Lakshmeshwara Dharwad South SHIRHATTI GOVT PU COLLEGE LAKSHMESHWAR, GADAG DISTRICT. 15 6 36 75 28 36 Buildings Gadag Lakshmeshwara Dharwad South SHIRHATTI GOVT PU COLLEGE LAKSHMESHWAR, GADAG DISTRICT. 15 6 36 75 28 36 Buildings Gadag Lakshmeshwara Dharwad South SHIRHATTI GOVT PU COLLEGE LAKSHMESHWAR, GADAG DISTRICT. 15 6 36 75 28 36 Buildings Gadag Lakshmeshwara Dharwad South SHIRHATTI GOVT PU COLLEGE LAKSHMESHWAR, GADAG DISTRICT. 15 6 36 75 28 36
tenderAddress	createdTs 1707116036000 version 0 createdDate None modifiedDate None blockNumber pwd gadag division street None city Gadag state Karnataka pin 582101
tenderRecallDTO	None